CN115012989A - Tunnel lining trolley and vibrating system thereof - Google Patents

Abstract

The invention provides a tunnel lining trolley and a vibration system thereof, wherein the vibration system comprises a steel template, the steel template is provided with two construction areas which are symmetrically arranged, each construction area is provided with a side arch part, a first end part and a second end part, a plurality of layers of casting windows, a plurality of groups of first vibration groups, at least one group of second vibration groups, a third vibration group, a fourth vibration group, a fifth vibration group and a sixth vibration group, the plurality of layers of casting windows and the plurality of groups of first vibration groups are distributed at intervals along the circumferential direction of the steel template, the third vibration groups and the fifth vibration groups are arranged at the first end part, the fourth vibration groups and the sixth vibration groups are arranged at the first end part, in the height direction, the minimum height of the first vibration groups is smaller than the minimum height of the casting windows, the second vibration groups are arranged above the casting windows, the fifth vibration groups are arranged above the third vibration groups, and the sixth vibration groups are arranged above the fourth vibration groups. The tunnel lining trolley comprises a vibration system, the vibration system can improve the integral pouring quality of the two-lining concrete, the inside and outside of the concrete strength are basically consistent, and the strength discrete value is small.

Description

Tunnel lining trolley and its vibrating system

technical field

The invention relates to the technical field of tunnel construction, in particular to a vibrating system for a tunnel lining trolley and a tunnel lining trolley equipped with the vibrating system.

Background technique

With the rapid development of railway and highway construction in my country, the number of tunnel projects is also increasing. Therefore, the requirements for tunnel lining quality and standardized construction are constantly improving.

In the traditional tunnel lining process, before the secondary lining concrete is poured, the tunnel lining trolley is moved to the designated position, and the steel formwork of the tunnel lining trolley is overlapped with the upper slab concrete; When pouring the concrete to the feed port of the tunnel lining trolley, use the ground pump to pump the concrete, and use a hand-held vibrator at each feed port to vibrate. When pouring to the vault, use an electric attached vibrator. Vibration; however, due to the dense reinforcement of the secondary lining vault, the vault concrete cannot be vibrated manually, and the electric vibrator has shortcomings such as insufficient frequency and small vibration radius, which makes the vault concrete difficult to compact and full. Therefore, quality problems such as voids, insufficient concrete strength, and uneven concrete strength of the tunnel lining vault concrete are caused, and these quality problems will bring great safety risks to the later tunnel operation. Therefore, the traditional tunnel lining technology can no longer meet the requirements. construction needs.

In view of the above problems, an existing vibrating system, as shown in FIG. 1, includes a steel template 11, a plurality of automatic insertion vibrators 12 and a plurality of pneumatic vibrators 13. The type vibrator 12 inserts the high-frequency vibrating rod into the concrete of the vault to perform automatic insertion vibration on the concrete of the vault, so as to solve the problems that the second lining of the vault is empty and the concrete is not compact; in addition, the pneumatic vibrator 13 has a vibrator. The advantages of high frequency and large vibration radius make it possible to vibrate the deep concrete, so as to avoid the deep concrete not being vibrated in place and the concrete not being compacted. However, this vibrating system has the following disadvantages:

First, the relative position distribution between the plurality of pneumatic vibrators 13 and the plurality of side wall feeding ports 111 is unreasonable, so that the vibrating effects of the plurality of pneumatic vibrators 13 on the concrete at the side wall and the arch position are relatively relative. poor. For example, the setting position of the first exhaust dynamic vibrator 13 near the unilateral bottom of the steel formwork 11 is too high, that is, the unilateral first exhaust dynamic vibrator 13 and the top of the short side wall (that is, between the inverted arch and the second lining) The distance between the construction joint) is too large, so that the construction joint between the inverted arch and the second lining is in the maximum vibration radius edge of the pneumatic vibrator 13, so the concrete at the construction joint between the inverted arch and the second lining is The vibrating effect is poor, causing the concrete at the construction joint between the inverted arch and the secondary lining to be prone to disease. For another example, on one side of the steel formwork, due to the large circumferential distance between the two adjacent rows of side wall feed openings 111, and there is no corresponding pneumatic vibration set between the two adjacent rows of side wall feed openings 111. tamper 13, so that the area of the adjacent two rows of side wall feed openings 111 is at the edge of the maximum vibration radius of the pneumatic vibrator 13, therefore, the area within the area of the adjacent two rows of side wall feed openings 111 Concrete is less vibrated, less dense and prone to voids.

Second, the automatic plug-in vibrator 13 located at the dome of the steel formwork 11 is not on the formwork center line 14, so that the automatic plug-in vibrator 13 of this part is symmetrically distributed on both sides of the formwork centerline 14. When the automatic plug-in vibrators 13 work together, the automatic plug-in vibrators 13 at the dome will more or less affect the uniformity and compactness of the concrete distribution on both sides of the formwork center line 14, resulting in The concrete is prone to the problem of uneven concrete strength.

Thirdly, along the length direction of the steel formwork 11 (the direction parallel to the formwork center line 14 ), the vibrators at the two ends 112 of the steel formwork 11 (including the automatic insertion vibrator 12 and the pneumatic vibrator 13 ) The layout is unreasonable, and the vibrating effect of the concrete at the end of the steel formwork 11 is poor; and because the casted secondary lining needs to be connected with the upper plate second lining and the next plate second lining respectively, therefore, the joints (that is, the circumferential direction Vibration of the concrete at the construction joints) is particularly important to avoid concrete diseases.

SUMMARY OF THE INVENTION

In order to solve the above problems, the main purpose of the present invention is to provide a vibrating system that improves the overall pouring quality of the secondary lining concrete, prevents the dome concrete from emptying, and ensures that the concrete strength is basically consistent inside and outside, and the strength discrete value is small.

Another object of the present invention is to provide a tunnel lining trolley provided with the above-mentioned vibrating system.

In order to achieve the main purpose of the present invention, the present invention provides a vibrating system, including a steel formwork, the steel formwork has two construction areas symmetrically arranged with respect to the symmetry plane, and the height direction and the axis of the steel formwork are on the symmetry plane, Wherein, each construction area is provided with multi-layer pouring windows, multiple groups of the first vibrating group, at least one group of the second vibrating group, the third vibrating group, the fourth vibrating group, the fifth vibrating group and the The sixth vibrating group; the multi-layer pouring windows are distributed along the circumferential direction of the steel formwork, and the pouring windows include a plurality of feeding ports distributed along the first direction, and the first direction is parallel to the axis; the construction area has a side arch, a first end and the second end portion, along the first direction, the side arch portion is located between the first end portion and the second end portion, the first vibrating group and the second vibrating group are both arranged on the side arch portion, and multiple groups of first The vibrating groups are arranged alternately with the multi-layer pouring windows in the circumferential direction, the first vibrating group includes a plurality of first pneumatic vibrators distributed along the first direction, and the second vibrating group includes a plurality of first pneumatic vibrators distributed along the first direction. Two pneumatic vibrators; the third vibrating group and the fifth vibrating group are both arranged on the first end, the third vibrating group includes a plurality of third pneumatic vibrators distributed along the circumferential direction, and the fifth vibrating group is The group includes at least one first plug-in vibrator; the fourth vibrator group and the sixth vibrator group are both arranged on the second end, and the fourth vibrator group includes a plurality of fourth pneumatic vibrators distributed along the circumferential direction The sixth vibrating group includes at least one second plug-in vibrator; in the height direction, the height of the first vibrating group in the lowermost group is less than the height of the pouring window at the bottom layer, and the second vibrating group is located at the lowest level. Above the pouring window on the top floor, the fifth vibrating group is located above the third vibrating group, and the sixth vibrating group is located above the fourth vibrating group; in the ring direction, two adjacent first pneumatic vibrators are staggered Arrangement, an adjacent first pneumatic vibrator and a second pneumatic vibrator are staggered; the dome of the steel formwork is provided with a plurality of third plug-in vibrators distributed along the first direction and a plurality of third plug-in vibrators along the first direction. The pouring holes distributed in one direction, the plurality of third insertion-type vibrators and the plurality of pouring holes are all located on the symmetry plane.

It can be seen from the above that through the design of the vibrating system, the vibrating effect of the concrete in the side wall and the arch area, the vault area and the two end areas of the steel formwork can be better improved, so as to improve the compactness of the concrete. Prevents voids in concrete. Wherein, by designing the relative position of the first vibrating group and the pouring window, it is ensured that the concrete at the construction joint between the inverted arch and the second lining can be fully and fully vibrated, and the adjacent two-story pouring windows are guaranteed. The concrete in between can be fully and fully vibrated, so that the concrete at the side wall can be more dense, and the defects and diseases of the concrete at the side wall can be reduced; by setting the position of the second vibrating group, the second vibrating group can be The concrete at the arch can be fully and fully vibrated to ensure that the concrete at the arch can be dense and free of defects. The tamper vibrates the concrete at the top of the vault comprehensively and fully to ensure that the concrete at the top of the vault is evenly distributed, dense and even in strength, and prevents the occurrence of uncompacted concrete, honeycomb surface, and vault due to insufficient vibration. Problems such as voiding; through the setting of the third and fourth vibrating groups, the third and fourth vibrating groups can comprehensively and fully carry out the concrete of the side wall part at the end of the steel formwork. Vibration to ensure the pouring quality of the concrete at the circumferential construction joint, so as to ensure the connection quality between the two adjacent plates and the second lining; by setting the fifth and sixth vibrating groups, the first plug-in type The vibrator and the second plug-in vibrator can fully and fully vibrate the concrete of the vault at the end of the steel formwork, so as to avoid small-scale voids caused by local concrete accumulation during the process of pouring concrete into the vault Or not dense, so as to ensure the pouring quality of the concrete at the circumferential construction joint and improve the connection quality of the adjacent two plates and two linings.

A preferred solution is that in the height direction, the minimum distance between the third pneumatic vibrator and the short side wall is between 0.8 m and 1 m, and the minimum distance between the fourth pneumatic vibrator and the short side wall is between 0.8 m and 1 m. The distance is between 0.8m and 1m, and the minimum distance between the first pneumatic vibrator and the low side wall is between 0.8m and 1m.

As can be seen from the above, the above-mentioned design enables the first pneumatic vibrator, the third pneumatic vibrator, the fourth pneumatic vibrator to cooperate with each other to fully, effectively and comprehensively carry out the concrete at the construction joint of the inverted arch and the second lining. Vibration, thereby ensuring the compactness of the concrete in the side wall and end side wall area of the steel formwork, and improving the pouring quality of the concrete.

A further solution is that the vibrating radius of the first pneumatic vibrator is between 1.8 meters and 2.5 meters; the vibration radius of the second pneumatic vibrator is between 1.8 meters and 2.5 meters; the third pneumatic vibrator is between 1.8 meters and 2.5 meters. The vibration radius of the vibrator is between 1.8m and 2.5m; the vibration radius of the fourth pneumatic vibrator is between 1.8m and 2.5m; the vibration radius of the first plug-in vibrator is between 1.2m between 1.8 m and 1.8 m; the second plug-in vibrator has a vibrating radius between 1.2 m and 1.8 m; the third plug-in vibrator has a vibrating radius between 1.2 m and 1.8 m; the first The vibration radius of the pneumatic vibrator meshes with the vibration radius of other adjacent vibrators, the vibration radius of the second pneumatic vibrator meshes with the vibration radius of other adjacent vibrators, and the third pneumatic vibrator meshes with the vibration radius of other adjacent vibrators. The vibrating radius of the vibrator is meshed with the vibrating radius of other adjacent vibrators, the vibrating radius of the fourth vibrator is meshed with the vibrating radius of other adjacent vibrators, and the vibrating radius of the first plug-in vibrator is The radius is meshed with the vibration radius of other adjacent vibrators, the vibration radius of the second plug-in vibrator is meshed with the vibration radius of other adjacent vibrators, and the vibration radius of the third plug-in vibrator is The vibrating radius of other adjacent vibrators is engaged; in the first direction, the distance between two adjacent feeding ports is between 1.8 meters and 2.5 meters, and the distance between two adjacent filling holes is between 1.8 and 2.5 meters. between 1.2 meters and 1.8 meters.

As can be seen from the above, the above-mentioned design makes the first vibrating group, the second vibrating group, the third vibrating group, the fourth vibrating group, the fifth vibrating group, the sixth vibrating group and a plurality of third insertion vibrators. The vibrating range of the tamper can cover the entire secondary lining concrete, thereby ensuring the overall quality of the secondary lining concrete.

Another preferred solution is that each construction area is provided with at least one hand-held plug-in vibrator.

It can be seen from the above that by setting the hand-held plug-in vibrator, when pouring concrete into each feeding port, the construction personnel can initially vibrate the concrete during the concrete pouring process, so that the injected concrete can be initially compacted and at the same time. , The setting of the hand-held plug-in vibrator can control the middle-buried waterstop to keep straight during the concrete pouring process, so that the middle-buried waterstop is not squeezed and deformed and prevents the middle-buried waterstop from being squeezed and deformed. Buried waterstop dumped.

A further solution is that, in the circumferential direction, the first vibrating group located between two adjacent layers of pouring windows is arranged close to the first floor pouring window with a lower height among the two groups of adjacent pouring windows.

It can be seen from the above that the above design can ensure that the concrete near each feeding port is better vibrated, so as to fill the vibration blind area of the hand-held plug-in vibrator, thereby improving the pouring quality of the overall secondary lining concrete.

A further solution is that the length of the steel formwork is between 10 and 14 meters in the first direction.

It can be seen from the above that by designing the length of the steel formwork, the length of the secondary lining constructed can be moderate and can meet the requirements of the specification, and at the same time, the overall pouring quality of the secondary lining concrete can be guaranteed.

A further solution is that in each construction area, the number of pouring windows is 3 layers, the number of the first vibrating group is three, and the number of the second vibrating group is two; A second pneumatic vibrator is staggered.

It can be seen from the above that the above design can further optimize the structural layout of the vibrating system, and ensure the vibrating quality and vibrating effect of the concrete.

A further solution is that the number of inlets for each layer of pouring windows is four, and three inlets in each layer of pouring windows are located at the side arch, and the remaining one is located at the first end or the second. At the end, in the ring direction, the two adjacent feeding ports are staggered; the number of the first pneumatic vibrators in each first vibrating group is three; the second pneumatic vibrators in each second vibrating group The number of devices is three.

It can be seen from the above that the above design makes the relative position layout of the feed inlet, the first pneumatic vibrator and the second pneumatic vibrator more optimized and reasonable, so as to further ensure the vibrating quality and vibrating effect of the concrete.

A further solution is that the number of the third pneumatic vibrators in each third vibrating group is four; the number of the fourth pneumatic vibrators in each fourth vibrating group is four; the fifth vibrating The group includes two first plug-in vibrators distributed in the circumferential direction; the sixth vibration group includes two second plug-in vibrators distributed in the circumferential direction; the number of the third plug-in vibrators is four ; The number of perfusion holes is three; along the first direction, the length of the steel formwork is 12 meters.

It can be seen from the above that the above design can make the overall structural layout of the vibrating system in a better design, greatly reduce the setting and eliminate the defects existing in the lining construction, so that the concrete strength is basically consistent inside and outside, and the strength dispersion value is small. The vault concrete is more compact to prevent quality problems such as honeycomb pitted surface and voiding of vault concrete.

In order to achieve another object of the present invention, the present invention provides a tunnel lining trolley including the above-mentioned vibrating system.

It can be seen from the above that the tunnel lining trolley equipped with the above-mentioned vibrating system can improve the overall pouring quality of the secondary lining concrete, ensure the compactness of the concrete and the uniformity of the concrete strength, and prevent the vault concrete from emptying; in addition, it can also ensure The strength of concrete is basically the same inside and outside, and the discrete value of strength is small.

Description of drawings

FIG. 1 is a schematic structural diagram of a conventional vibrating system.

FIG. 2 is a schematic structural diagram of an embodiment of the vibrating system of the present invention.

FIG. 3 is a schematic structural diagram of the distribution of pouring windows in an embodiment of the vibrating system of the present invention.

4 is a schematic structural diagram of the distribution of the first vibrating group and the second vibrating group in an embodiment of the vibrating system of the present invention.

FIG. 5 is a schematic diagram of a use state of an embodiment of the vibrating system of the present invention.

Fig. 6 is a schematic diagram showing the approximate vibrating range of the hand-held plug-in vibrator in each feeding port of the vibrating system embodiment of the present invention.

FIG. 7 is a schematic diagram of the approximate vibration range of each first pneumatic vibrator and each second pneumatic vibrator of the vibrating system embodiment of the present invention.

8 is a general view of each third pneumatic vibrator, each fourth pneumatic vibrator, each first plug-in vibrator, and each second plug-in vibrator of the vibrating system embodiment of the present invention Schematic diagram of the vibration range.

FIG. 9 is a schematic diagram of the approximate vibrating range of each third insertion vibrator of the vibrating system embodiment of the present invention.

Fig. 10 is a detection waveform diagram of an embodiment of the vibrating system of the present invention.

Fig. 11 is a comparison table of detection data of lining dome strength by acoustic rebound method according to an embodiment of the vibrating system of the present invention.

The present invention will be further described below with reference to the accompanying drawings and embodiments.

Detailed ways

Vibration system embodiment

2 to 5, the vibrating system 200 includes a steel formwork 2, an air compressor and a control device. The steel formwork 2 has two construction areas 20 that are symmetrically arranged with respect to the symmetry plane 201. The construction area 20 has a side arch 202, a first end 203 and a second end 204. Along the first direction X, the side arch 202 is located at between the first end 203 and the second end 204 . In addition, each construction area 20 is provided with multi-layer pouring windows 21, multiple groups of first vibration groups 22, at least one group of second vibration groups 23, third vibration groups 24, fourth vibration groups 25, Fifth vibrating group 26 and sixth vibrating group 27 . Wherein, the height direction and the axis of the steel template 2 are both on the symmetry plane 201, and the first direction X is parallel to the axis.

Along the first direction X, the length of the steel formwork 2 is between 10 meters and 14 meters, and the multi-layer casting windows 21 are distributed along the circumferential direction of the steel formwork 2. The feed ports 211 are distributed along the first direction X. In this embodiment, along the first direction X, the length of the steel formwork 2 is 12 meters, the number of pouring windows 21 is preferably three layers, and each layer of pouring windows 21 includes four feeding ports 211 , in the first direction X , the distance between two adjacent feeding ports 211 is preferably between 1.8 meters and 2.5 meters; preferably, in the first direction X, the distance between two adjacent feeding ports 211 is 2.2 meters . Among them, the three-layer pouring window 21 is located in the middle and lower part of the construction area 20, that is, the side wall area corresponding to the tunnel, and the three feeding ports 211 in each layer of the pouring window 21 are located in the side arch 202 of the construction area 20, and the remaining one feeding The port 211 is located at the first end portion 203 or the second end portion 204 , and in the ring direction of the steel formwork 2 , two adjacent feed ports 211 are staggered.

Further, each construction area 20 is provided with at least one hand-held plug-in vibrator, so that when pouring concrete into each feeding port 211, the construction personnel can initially vibrate the concrete during the concrete pouring process, so that The injected concrete can be preliminarily compacted. At the same time, the setting of the hand-held plug-in vibrator can make the middle-buried water stop straight and straight during the concrete pouring process. It will not be squeezed and deformed and prevent the dumping of the buried water stop.

The multiple groups of first vibrators are all arranged on the side arch 202 of the construction area 20 , and the multiple groups of first vibrators are located in the middle and lower parts of the construction area 20 , ie, corresponding to the side wall area of the tunnel. Multiple groups of first vibrating groups 22 are distributed along the circumferential direction of the steel formwork 2, and multiple groups of the first vibrating groups 22 and the multi-layer pouring windows 21 are arranged alternately in the circumferential direction of the steel formwork 2, and each group of the first vibrating groups 22 A plurality of first pneumatic vibrators 221 are included, and the plurality of first pneumatic vibrators 221 are distributed along the first direction X. In this embodiment, the number of the first vibrating groups 22 is preferably three groups, and each group of the first vibrating groups 22 includes three first pneumatic vibrators 221 . The distance between a pneumatic vibrator 221 is preferably between 1.8 meters and 2.5 meters, and the vibration radius of the first pneumatic vibrator 221 is preferably between 1.8 meters and 2.5 meters; The vibrating radius of the vibrator 221 is 2.5 meters, and in the first direction X, the distance between two adjacent first pneumatic vibrators 221 is 2.2 meters; The minimum distance between the vibrator 221 and the short side wall of the tunnel is preferably between 0.8 m and 1 m, that is, the height of each first pneumatic vibrator 221 of the lowermost group of first vibrating groups 22 is the same as the height of the tunnel. The minimum distance between the short side walls is preferably between 0.8 m and 1 m directly, and the height of the lowermost group of first vibrating groups 22 is smaller than the height of the lowermost pouring window 21 . By designing the relative positions of the first vibrating group 22 and the pouring window 21, it is not only ensured that the concrete at the construction joint between the inverted arch and the second lining can be fully and fully vibrated, but also the two adjacent layers of pouring windows are guaranteed. The concrete between 21 can be fully and fully vibrated, so that the concrete at the side wall can be more dense, and the defect and disease of the concrete at the side wall can be reduced.

The second vibrating group 23 is disposed on the side arch 202 of the construction area 20 , and each second vibrating group 23 includes a plurality of second pneumatic vibrators 231 , and the plurality of second pneumatic vibrators 231 are along the first direction X distributed. In the height direction, the second vibrating group 23 is located above the pouring window 21 of the topmost layer, so that the second vibrating group 23 is located in the middle and upper part of the construction area 20 , ie, corresponding to the arch area of the tunnel. In this embodiment, the number of the second vibrating groups 23 is preferably two groups, and each group of the second vibrating groups 23 includes three second pneumatic vibrators 231 . The distance between the two pneumatic vibrators 231 is preferably between 1.8 meters and 2.5 meters, and the vibration radius of the second pneumatic vibrators 231 is preferably between 1.8 meters and 2.5 meters; The vibrating radius of the vibrators 231 is 2.5 meters, and in the first direction X, the distance between two adjacent second pneumatic vibrators 231 is 2.2 meters. By setting the position of the second vibrating group 23, the second vibrating group 23 can fully and fully vibrate the concrete at the arch portion, so as to ensure that the concrete at the arch portion can be dense and free of defects.

In the ring direction of the steel formwork 2, the adjacent two first pneumatic vibrators 221 are staggered, the adjacent two second pneumatic vibrators 231 are staggered, and the adjacent first pneumatic vibrators 221 and the first The two pneumatic vibrators 231 are staggered. Furthermore, in the circumferential direction of the steel formwork 2, the first vibrating group 22 located between the two adjacent layers of the pouring windows 21 is arranged close to the lower one-layer pouring window 21 among the two adjacent layers of the pouring windows 21, thereby It is ensured that the concrete near each feeding port 211 is better vibrated, so as to fill the vibration blind area of the hand-held plug-in vibrator, thereby improving the pouring quality of the overall secondary lining concrete.

The third vibrating group 24 is arranged at the first end 203 of the construction area 20, and the third vibrating group 24 is located in the middle and lower part of the construction area 20, that is, the side wall area corresponding to the tunnel. The third vibrating group 24 includes a plurality of third pneumatic vibrators 241 , and the plurality of third pneumatic vibrators 241 are distributed along the circumferential direction of the steel formwork 2 . In this embodiment, the third vibrating group 24 includes four third pneumatic vibrators 241, wherein, in the ring direction of the steel template 2, the distance between two adjacent third pneumatic vibrators 241 can be determined according to The position of the feeding port 211 at the first end 203 is appropriately set and adjusted to ensure the vibrating effect of the third vibrating group 24 on the concrete at the first end 203 . In the height direction, the minimum distance between the third pneumatic vibrator 241 at the lowest height position in the third vibrating group 24 and the short side wall is preferably between 0.8 m and 1 m. The vibration radius of the third pneumatic vibrator 241 is preferably between 1.8 meters and 2.5 meters, and preferably, the vibration radius of the third pneumatic vibrator 241 is 2.2 meters.

By setting the third vibrating group 24, the third vibrating group 24 can fully and fully vibrate the concrete of the side wall part at the end of the steel formwork 2, so as to ensure the pouring quality of the concrete at the circumferential construction joint. , thereby ensuring the connection quality between the adjacent two plates and two linings; in addition, the third vibrating group 24 is also used to cooperate with the first vibrating group 22 to carry out the concrete at the end of the construction joint between the inverted arch and the two linings. Sufficient, effective and comprehensive vibrating, thereby ensuring the compactness of the concrete in the side wall and end side wall areas of the steel formwork 2, and improving the pouring quality of the concrete.

The fourth vibrating group 25 is arranged at the second end 204 of the construction area 20 , and the fourth vibrating group 25 is located in the middle and lower part of the construction area 20 , ie, corresponding to the side wall area of the tunnel. The fourth vibrating group 25 includes a plurality of fourth pneumatic vibrators 251 , and the plurality of fourth pneumatic vibrators 251 are distributed along the circumferential direction of the steel formwork 2 . In this embodiment, the fourth vibrating group 25 includes four fourth pneumatic vibrators 251, wherein, in the ring direction of the steel template 2, the distance between two adjacent fourth pneumatic vibrators 251 can be determined according to The position of the feeding port 211 at the second end 204 is appropriately set and adjusted to ensure the vibrating effect of the fourth vibrating group 25 on the concrete at the second end 204 . In the height direction, the minimum distance between the fourth pneumatic vibrator 251 at the lowest height position in the fourth vibrating group 25 and the short side wall is preferably between 0.8 m and 1 m. The vibration radius of the fourth pneumatic vibrator 251 is preferably between 1.8 meters and 2.5 meters, and preferably, the vibration radius of the fourth pneumatic vibrator 251 is 2.2 meters.

By setting the fourth vibrating group 25, the fourth vibrating group 25 can fully and fully vibrate the concrete of the side wall part at the end of the steel formwork 2, so as to ensure the pouring quality of the concrete at the circumferential construction joint. , thereby ensuring the connection quality between the adjacent two plates and two linings; in addition, the fourth vibrating group 25 is also used to cooperate with the first vibrating group 22 to carry out the concrete at the end of the construction joint between the inverted arch and the two linings. Sufficient, effective and comprehensive vibrating, thereby ensuring the compactness of the concrete in the side wall and end side wall areas of the steel formwork 2, and improving the pouring quality of the concrete.

The fifth vibrating group 26 is arranged at the first end 203 of the construction area 20 , and in the height direction, the fifth vibrating group 26 is located above the third vibrating group 24 , so that the fifth vibrating group 26 is located in the construction area 20 The middle and upper part of the tunnel corresponds to the arch area of the tunnel. The fifth vibrating group 26 includes at least one first plug-in vibrator 261 . In this embodiment, the fifth vibrating group 26 includes two first plug-in vibrators 261 , two first plug-in vibrators 261 . The vibrators 261 are distributed along the circumferential direction of the steel formwork 2, wherein, in the circumferential direction of the steel formwork 2, the distance between two adjacent first plug-in vibrators 261 is preferably between 1.2 meters and 1.8 meters, and the first The vibrating radius of a plug-in vibrator 261 is preferably between 1.2 meters and 1.8 meters. In addition, in the ring direction of the steel formwork 2, the distance between an adjacent third pneumatic vibrator 241 and a first plug-in vibrator 261 is preferably between 1.2 meters and 1.8 meters; preferably, The distance between two adjacent first plug-in vibrators 261 is 1.5 meters, and the vibration radius of the first plug-in vibrators 261 is 1.5 meters. The spacing between a plug-in vibrator 261 is 1.5 meters.

Through the arrangement of the fifth vibrating group 26, the first insertion vibrator 261 can fully and fully vibrate the concrete of the vault portion at the end of the steel formwork 2, so as to avoid the concrete pouring into the vault during the process of pouring into the vault. Due to the local concrete accumulation, there are voids or non-compactness in a small area, so as to ensure the pouring quality of the concrete at the circumferential construction joints and improve the connection quality of the adjacent two plates and two linings; in addition, the fifth vibrating group 26 is also used to cooperate with the first The second vibrating group 23 vibrates the concrete at the vault, so as to improve the vibrating effect of the concrete at the vault of the steel formwork 2 .

The sixth vibrating group 27 is arranged at the first end 203 of the construction area 20. In the height direction, the sixth vibrating group 27 is located above the fourth vibrating group 25, so that the sixth vibrating group 27 is located in the construction area 20. The middle and upper part of the tunnel corresponds to the arch area of the tunnel. The sixth vibrating group 27 includes at least one second plug-in vibrator 271, and in this embodiment, the fifth vibrating group 26 includes two second plug-in vibrators 271, two second plug-in vibrators The vibrators 271 are distributed along the circumferential direction of the steel formwork 2, wherein, in the circumferential direction of the steel formwork 2, the distance between two adjacent second insertion vibrators 271 is preferably between 1.2 meters and 1.8 meters, and the first The vibrating radius of the two insertion vibrators 271 is preferably between 1.2 meters and 1.8 meters. In addition, in the ring direction of the steel formwork 2, the distance between an adjacent fourth pneumatic vibrator 251 and a second plug-in vibrator 271 is preferably between 1.2 meters and 1.8 meters; preferably, The distance between two adjacent second plug-in vibrators 271 is 1.5 meters, the vibration radius of the second plug-in vibrators 271 is 1.5 meters, and an adjacent fourth pneumatic vibrator 251 and a first The distance between the two plug-in vibrators 271 is 1.5 meters.

Through the arrangement of the sixth vibrating group 27, the second inserting vibrator 271 can fully and fully vibrate the concrete of the vault portion at the end of the steel formwork 2, so as to avoid the concrete pouring into the vault during the process of pouring into the vault. Due to the local concrete accumulation, there are voids or non-compactness in a small area, so as to ensure the pouring quality of the concrete at the circumferential construction joints and improve the connection quality of the adjacent two plates and two linings; in addition, the sixth vibrating group 27 is also used to cooperate with the first The second vibrating group 23 vibrates the concrete at the vault, so as to improve the vibrating effect of the concrete at the vault of the steel formwork 2 .

The dome of the steel formwork 2 is provided with a plurality of third plug-in vibrators 28 and a plurality of filling holes 29, the plurality of third plug-in vibrators 28 are distributed along the first direction X, and the plurality of filling holes 29 are along the first direction X. Direction X distribution. In the first direction X, the plurality of third insertion vibrators 28 and the plurality of filling holes 29 are alternately arranged, and the plurality of third insertion vibrators 28 and the plurality of filling holes 29 are all located on the symmetry plane 201, Preferably, in the first direction X, the distance between the third insertion vibrator 28 and the filling hole 29 is between 1.2 meters and 1.8 meters; The distance between the vibrator 28 and the filling hole 29 is 1.5 meters.

The third plug-in vibrator 28 is used to vibrate the concrete at the dome of the steel formwork 2, and with the cooperation of the second vibrating group 23, it can vibrate the concrete at the dome more comprehensively and fully, so that the Ensure that the concrete at the vault is evenly distributed, dense and even in strength, and prevent the occurrence of problems such as uncompacted concrete, honeycomb pitted surface, and voiding of the vault due to insufficient vibration.

6 to 9 , the vibration radius of the first pneumatic vibrator 221 meshes with the vibration radius of other adjacent vibrators, and the vibration radius of the second pneumatic vibrator 231 is the same as that of other adjacent vibrators. The vibration radius is meshed, the vibration radius of the third pneumatic vibrator 241 is meshed with the vibration radius of other adjacent vibrators, and the vibration radius of the fourth pneumatic vibrator 251 is meshed with the vibration radius of other adjacent vibrators. The radius is engaged, the vibration radius of the first plug-in vibrator 261 is meshed with the vibration radius of other adjacent vibrators, and the vibration radius of the second plug-in vibrator 271 is adjacent to the vibration radius of other vibrators Radius bite, the vibration radius of the third plug-in vibrator 28 and the vibration radius of other adjacent vibrators bite; the above design makes the first vibration group 22, the second vibration group 23, the third vibration group 24. The vibration range of the fourth vibrating group 25 , the fifth vibrating group 26 , the sixth vibrating group 27 and the plurality of third insert vibrators 28 can cover the entire secondary lining concrete, thereby ensuring the protection of the secondary lining concrete. overall quality.

The air compressor is respectively connected with each first pneumatic vibrator 221, each second pneumatic vibrator 231, each third pneumatic vibrator 241, each fourth pneumatic vibrator 251, each The first plug-in vibrator 261, each second plug-in vibrator 271 and each third plug-in vibrator 28 are connected, and the control device is electrically connected to the air compressor and the valve unit, respectively, so that the control device can The first vibrating group 22, the second vibrating group 23, the third vibrating group 24, the fourth vibrating group 25, the fifth vibrating group 26, the sixth vibrating group 27 and the The third plug-in vibrator 28 performs the corresponding vibrating operation.

Example of construction method of vibrating system

This embodiment adopts the vibrating system 200 in the above-mentioned vibrating system 200 embodiment for construction, and the specific construction method is as follows:

During construction, the steel formwork 2 of the vibrating system 200 and the casted secondary lining, the primary lining of the current construction section, the inverted arch, the short side wall and the end formwork form the secondary lining pouring cavity of the current construction section.

Next, pour concrete to the bottom pouring window 21 of the construction area 20 . During the pouring process, the worker operates a hand-held plug-in vibrator to vibrate the concrete poured at the bottom pouring window 21 . When the worker operates the hand-held plug-in vibrator to vibrate, it is carried out in multiple times and in multiple areas, that is, the hand-held plug-in vibrator will vibrate the concrete poured near each feeding port 211 of the bottom pouring window 21, The single vibrating time is preferably between 15 seconds and 25 seconds. After the concrete is vibrated, the concrete is compacted and the surface slurry appears. Slowly insert and pull out during the vibrating process to fully discharge the air bubbles in the concrete.

When the concrete flows over the third pneumatic vibrator 241 in the first area corresponding to the bottommost pouring window 21 , the control device controls the air compressor and the corresponding valve in the valve unit to activate, so that the third pneumatic vibrator 241 is activated. Carry out the vibrating operation for the first preset duration; similarly, when the concrete overflows the fourth pneumatic vibrator 251 in the first area corresponding to the bottom pouring window 21, the control device controls the air compressor and the valve unit. The corresponding valve is activated, so that the fourth pneumatic vibrator 251 performs the vibrating operation for the first preset duration. Wherein, the first preset duration is preferably between 50 seconds and 70 seconds.

When the pouring of the bottommost pouring window 21 is completed, first take out the hand-held plug-in vibrator from the feeding port 211, then close each feeding port 211 of the bottommost pouring window 21, and then the control device controls the air compressor and the valve The corresponding valve in the unit is activated to make the lowermost group of the first vibrating group 22 and the third pneumatic vibrator 241 and the fourth pneumatic vibrator 251 in the first area to vibrate for the second preset duration. Wherein, the second preset duration is preferably between 30 seconds and 50 seconds.

Preferably, after the pouring of the bottommost pouring window 21 is completed and before the bottommost pouring window 21 is closed, the hand-held plug-in vibrator is operated by a worker to align the center of the first end 203 and the second end 204 of the construction area 20 . The concrete surrounding the buried waterstop is vibrated to make the middle buried waterstop straight; this operation can prevent the middle buried waterstop from being squeezed and deformed and/or toppled, so as to keep the waterstop straight, thereby Guarantee the waterproof effect of the buried water stop.

Next, pour concrete to the pouring window 21 of the second floor of the construction area 20. During the pouring process, the worker operates a hand-held plug-in vibrator to vibrate the concrete poured at the pouring window 21 of the second floor. When the worker operates the hand-held plug-in vibrator to vibrate, it is carried out in multiple times and in multiple areas, that is, the hand-held plug-in vibrator will vibrate the concrete poured near each feeding port 211 of the bottom pouring window 21, The single vibrating time is preferably between 15 seconds and 25 seconds. After the concrete is vibrated, the concrete is compacted and the surface slurry appears. Slowly insert and pull out during the vibrating process to fully discharge the air bubbles in the concrete.

When the concrete flows over the third pneumatic vibrator 241 in the second area corresponding to the second layer pouring window 21, the control device controls the air compressor and the corresponding valve in the valve unit to activate, so that the third pneumatic vibrator is activated 241 performs the vibrating operation for the third preset duration; similarly, when the concrete overflows the fourth pneumatic vibrator 251 in the second area corresponding to the second layer pouring window 21, the control device controls the air compressor and the valve The corresponding valve in the unit is activated, so that the fourth pneumatic vibrator 251 performs the vibrating operation for the third preset duration. Wherein, the third preset duration is preferably between 30 seconds and 50 seconds.

When the pouring of the second-layer pouring window 21 is completed, the hand-held plug-in vibrator is first taken out from the feeding port 211, and then each feeding port 211 of the second-layer pouring window 21 is closed, and then the control device controls the air compressor. and the corresponding valve in the valve unit is activated to cause the second group of the first vibrating group 22, the third pneumatic vibrator 241 and the fourth pneumatic vibrator 251 in the second area to vibrate for a fourth preset duration; and The first vibrating group 22 at the bottom layer is made to vibrate for a fifth preset duration. Wherein, the fourth preset duration is preferably between 30 seconds and 50 seconds; the fifth preset duration is preferably between 40 seconds and 60 seconds.

Next, pour concrete to the topmost pouring window 21 of the construction area 20 . During the pouring process, the worker operates a hand-held plug-in vibrator to vibrate the concrete poured at the topmost pouring window 21 . When the worker operates the hand-held plug-in vibrator to vibrate, it is carried out in multiple times and in multiple areas, that is, the hand-held plug-in vibrator will vibrate the concrete poured near each feeding port 211 of the topmost pouring window 21, The single vibrating time is preferably between 15 seconds and 25 seconds. After the concrete is vibrated, the concrete is compacted and the surface slurry appears. Slowly insert and pull out during the vibrating process to fully discharge the air bubbles in the concrete.

When the concrete overflows the third pneumatic vibrator 241 in the third area corresponding to the topmost pouring window 21 , the control device controls the air compressor and the corresponding valve in the valve unit to activate, so that the third pneumatic vibrator 241 is activated. Carry out the vibrating operation for the sixth preset duration; similarly, when the concrete overflows the fourth pneumatic vibrator 251 in the second area corresponding to the topmost pouring window 21, the control device controls the air compressor and the valve unit. The corresponding valve is activated, so that the fourth pneumatic vibrator 251 performs the vibrating operation for the sixth preset duration. Wherein, the sixth preset duration is preferably between 30 seconds and 50 seconds.

When the pouring of the topmost pouring window 21 is completed, first take out the hand-held plug-in vibrator from the feeding port 211, then close each feeding port 211 of the topmost pouring window 21, and then the control device controls the air compressor and the valve The corresponding valve in the unit is activated to cause the uppermost group of the first vibrating group 22, the third pneumatic vibrator 241 and the fourth pneumatic vibrator 251 in the third area to vibrate for a seventh preset duration; and The second group of the first vibrating group 22 is made to vibrate for the eighth preset duration. Wherein, the seventh preset duration is preferably between 30 seconds and 50 seconds; the fifth preset duration is preferably between 40 seconds and 60 seconds.

Next, pour concrete into the pouring hole 29. During the pouring process, start the third plug-in vibrator 28 to perform the first preset mode vibration according to the requirements. Specifically, when the concrete overflows the third plug-in vibrator located on the vault When the device 28 is activated, the control device controls the air compressor and the corresponding valve in the valve unit to activate to make the third plug-in vibrator 28 vibrate in the first preset mode, and the first preset vibrating mode is: controlling the third plug-in vibrator The vibrator 28 is intermittently started twice to four times, and the thirteenth preset time duration is vibrated for a single start, wherein the fourteenth preset time length is preferably between 20 seconds and 35 seconds.

When the concrete spreads over the first preset distance of the first group of the second vibrating groups 23, the first group of the second vibrating groups 23 is activated to vibrate for a ninth preset duration. Wherein, the first preset distance is preferably between 0.5 meters and 0.6 meters, and the ninth preset duration is preferably between 25 seconds and 40 seconds.

When the concrete overflows the second preset distance of the second vibrating group 23, the second vibrating group 23 of the second group is activated to vibrate for the tenth preset duration, and the first vibrating group 23 of the first group is activated to vibrate for the tenth preset duration The eleventh preset duration vibrates. Wherein, the second preset distance is preferably between 0.5 meters and 0.6 meters, the tenth preset duration is preferably between 25 seconds and 40 seconds, and the eleventh preset duration is preferably between 30 seconds and 50 seconds. .

When the first insert vibrator 261 and the second insert vibrator 271 are flooded with concrete, a second preset mode of vibrating is activated and performed. The second preset vibrating mode is: controlling the first plug-in vibrator 261 to start intermittently two to four times, and performing the vibration for the fifteenth preset duration for a single start; controlling the second plug-in vibrator 271 to start intermittently Two to four times, a single start for the fifteenth preset duration of vibration. Wherein, the fifteenth preset duration is preferably between 20 seconds and 35 seconds.

In addition, in the height direction, when the concrete overflows the topmost pouring window 211m to 1.5m, the topmost first vibrating group 22 is activated to vibrate for the twelfth preset duration, and the twelfth preset duration Preferably between 30 seconds and 50 seconds. When the concrete pouring is completed, the second group of the second vibrating group 23 is activated to vibrate for a thirteenth duration, and the thirteenth preset duration is preferably between 30 seconds and 50 seconds.

Among them, it should be noted that the above-mentioned construction process is an example for the concrete pouring construction sequence of a construction area 20 alone, so that those skilled in the art can understand the concrete pouring process of the construction area 20, and in the actual concrete pouring construction process, The two construction areas 20 need to be placed symmetrically. Specifically, the timing for switching concrete pouring between the two construction areas 20 preferably includes the following two:

First, when the pouring and vibrating of the bottommost pouring windows 21 in the first construction area 20 are completed, the pouring and vibrating of the bottommost pouring windows 21 in the second construction area 20 are performed; when the second construction area 20 is completed After pouring and vibrating the pouring windows 21 of the bottommost floor of the area 20, the pouring and vibrating of the second floor pouring windows 21 of the first construction area 20 are performed; when the second floor pouring windows 21 of the first construction area 20 are completed After the pouring and vibrating of the second floor of the second construction area 20, the pouring and vibrating of the second floor pouring window 21 of the second construction area 20 are performed; The pouring and vibrating of the topmost pouring windows 21 in the first construction area 20; when the pouring and vibrating of the topmost pouring windows 21 in the first construction area 20 are completed, the topmost pouring in the second construction area 20 is carried out. The pouring and vibrating of the window 21 ; when the pouring and vibrating of the topmost pouring window 21 of the second construction area 20 is completed, the concrete is poured into the pouring hole 29 . In the process of pouring concrete into the pouring hole 29 , it is preferable to pour the concrete into the first construction area 20 first, and then switch to the second construction area 20 for concrete pouring after the first preset distance of the first group of the second vibrating group 23 ; When the concrete of the second construction area 20 overflows the first preset distance of the second vibrating group 23 of the first group, switch to the first construction area 20 for concrete pouring; when the concrete of the first construction area 20 overflows After passing the second preset distance of the second vibrating group 23, switch to the second construction area 20 for concrete pouring; when the concrete of the second construction area 20 overflows the second vibrating group 23 After two preset distances, switch to the first construction area 20 for concrete pouring. In this way, when the concrete is close to the vault area of the steel formwork 2, the concrete can be poured to the two construction areas 20 at the same time.

The second type is that the concrete of the same train is poured into the same construction area 20. After the concrete of the current train is poured, the concrete of the next train is switched to another construction area 20 for pouring, and this cycle is repeated until the completion of the two construction areas 20. The concrete pouring of the three-story pouring window 21. Similarly, in the process of pouring concrete into the pouring hole 29, it is preferable to pour the concrete into the first construction area 20 first, after the first preset distance of the first group of the second vibrating group 23, and then switch to the second construction area. 20 for concrete pouring; when the concrete of the second construction area 20 overflows the first preset distance of the first group of the second vibrating group 23, switch to the first construction area 20 for concrete pouring; when the first construction area After the concrete of 20 overflows the second preset distance of the second group of the second vibration group 23, switch to the second construction area 20 for concrete pouring; when the concrete of the second construction area 20 overflows the second group of the second vibration After the second preset distance of the tamping group 23, switch to the first construction area 20 for concrete pouring. In this way, when the concrete is close to the vault area of the steel formwork 2, the concrete can be poured to the two construction areas 20 at the same time.

In addition, when pouring concrete on each floor of the pouring windows 21, in the first direction X, pour concrete with a preset height to the plurality of feeding ports 211 in sequence; , pour concrete of a preset height into the plurality of pouring holes 29 in sequence in the first direction X. When the vibrating system 200 is on a slope, when pouring concrete for each layer of the pouring windows 21, the concrete is poured from the low-height feed port 211 to the high-height feed port 211; 29 When the concrete is poured, concrete is poured from the lower pouring hole 29 to the higher pouring hole 29 in order.

With reference to Fig. 10, the structural layout and use effect of the plug-in high-frequency vibrator and the attached pneumatic vibrator of the local vibrating system 200 are compared using the geological radar and elastic wave method. The results of the method show that the lining concrete of the plug-in vibrator is denser than that of the pneumatic vibrator, especially in the area close to the flashing plate.

During the construction process of the local vibrating system 200, three consecutive plates were randomly selected for inspection, and each plate was measured at two points, respectively, to measure the surface and deep strength analysis. See Figure 11. It can be seen that the strength of the construction concrete before and after the modification can meet the design requirements; but the comparison data shows that the strength of the surface layer and the deep layer of the lining construction after the modification is relatively small and basically consistent, while the strength of the surface layer and the deep layer of the lining constructed before the modification is relatively large, which is consistent with the vibration of the concrete. It is related to the uneven distribution of aggregate due to improper tamping. Therefore, the strength of the modified lining vault near the deep layer of the waterproof board is slightly higher.

To sum up, the vibrating system and its construction method provided by the present invention can better improve the vibrating effect of the concrete in the side wall and the arch area, the vault area and the two end areas of the steel formwork, so as to improve the compaction of the concrete. It can effectively improve the overall pouring quality of the secondary lining concrete, prevent the concrete of the vault from emptying, and ensure that the strength of the concrete is basically the same inside and outside, and the discrete value of the strength is small. .

Example of tunnel lining trolley

The tunnel lining trolley includes the vibrating system in the above-mentioned embodiment of the vibrating system, and the construction method of the above-mentioned vibrating system is used to construct the secondary lining of the tunnel. It can be seen that the tunnel lining trolley using the vibrating system and the construction method can improve the performance of the tunnel lining trolley. The overall pouring quality of the secondary lining concrete ensures the compactness of the concrete and the uniformity of the concrete strength, and prevents the vault concrete from emptying; in addition, it can also ensure that the concrete strength is basically the same inside and outside, and the strength dispersion value is small.

Finally, it should be emphasized that the above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. For those skilled in the art, the present invention may have various changes and modifications. Within the scope of the present invention, any modifications, equivalent replacements, improvements, etc. made should be included within the protection scope of the present invention.

Claims (10)

1. The system of vibrating, including the steel form, the steel form has two construction areas that personally submit the symmetry setting about the symmetry, the direction of height and the axle center of steel form are all in on the symmetry, its characterized in that:

each construction area is provided with a plurality of layers of pouring windows, a plurality of groups of first vibrating groups, at least one group of second vibrating groups, third vibrating groups, fourth vibrating groups, fifth vibrating groups and sixth vibrating groups;

the multiple layers of pouring windows are distributed along the circumferential direction of the steel formwork, each pouring window comprises a plurality of feeding ports distributed along a first direction, and the first direction is parallel to the axis;

the construction area is provided with a side arch part, a first end part and a second end part, the side arch part is positioned between the first end part and the second end part along the first direction, the first vibration group and the second vibration group are arranged on the side arch part, a plurality of groups of first vibration groups are arranged alternately with the plurality of layers of pouring windows along the annular direction, each first vibration group comprises a plurality of first pneumatic vibrators distributed along the first direction, and each second vibration group comprises a plurality of second pneumatic vibrators distributed along the first direction;

the third vibrating group and the fifth vibrating group are both arranged on the first end part, the third vibrating group comprises a plurality of third pneumatic vibrators distributed along the circumferential direction, and the fifth vibrating group comprises at least one first plug-in vibrator;

the fourth vibrating group and the sixth vibrating group are both arranged on the second end part, the fourth vibrating group comprises a plurality of fourth pneumatic vibrators distributed along the circumferential direction, and the sixth vibrating group comprises at least one second plug-in vibrator;

in the height direction, the height of the first vibrating group in the bottommost group is smaller than that of the pouring window in the bottommost layer, the second vibrating group is located above the pouring window in the topmost layer, the fifth vibrating group is located above the third vibrating group, and the sixth vibrating group is located above the fourth vibrating group;

in the ring direction, two adjacent first pneumatic vibrators are arranged in a staggered manner, and one adjacent first pneumatic vibrator and one adjacent second pneumatic vibrator are arranged in a staggered manner;

the vault of steel form is provided with a plurality of edges the third bayonet vibrator that first direction distributes and a plurality of edge the pouring hole that first direction distributes, it is a plurality of the third bayonet vibrator with a plurality of the pouring hole all is located on the plane of symmetry.

2. The tamper system of claim 1, wherein:

in the height direction, the minimum distance between the third pneumatic vibrator and the short side wall is between 0.8 and 1 meter, the minimum distance between the fourth pneumatic vibrator and the short side wall is between 0.8 and 1 meter, and the minimum distance between the first pneumatic vibrator and the short side wall is between 0.8 and 1 meter.

3. The tamper system of claim 2, wherein:

the vibration radius of the first pneumatic vibrator is between 1.8 and 2.5 meters;

the vibration radius of the second pneumatic vibrator is between 1.8 and 2.5 meters;

the vibration radius of the third pneumatic vibrator is between 1.8 and 2.5 meters;

the vibration radius of the fourth pneumatic vibrator is between 1.8 and 2.5 meters;

the vibration radius of the first plug-in vibrator is between 1.2 meters and 1.8 meters;

the vibration radius of the second plug-in vibrator is between 1.2 meters and 1.8 meters;

the vibrating radius of the third plug-in vibrator is between 1.2 meters and 1.8 meters;

the vibrating radius of the first pneumatic vibrator is meshed with the vibrating radius of other adjacent vibrators, the vibrating radius of the second pneumatic vibrator is meshed with the vibrating radius of other adjacent vibrators, the vibrating radius of the third pneumatic vibrator is meshed with the vibrating radius of other adjacent vibrators, the vibrating radius of the fourth pneumatic vibrator is meshed with the vibrating radius of other adjacent vibrators, the vibrating radius of the first plug-in vibrator is meshed with the vibrating radius of other adjacent vibrators, the vibrating radius of the second plug-in vibrator is meshed with the vibrating radius of other adjacent vibrators, and the vibrating radius of the third plug-in vibrator is meshed with the vibrating radius of other adjacent vibrators;

in the first direction, the distance between two adjacent feeding ports is between 1.8 and 2.5 meters, and the distance between two adjacent pouring holes is between 1.2 and 1.8 meters.

4. The vibrating system of claim 1, wherein:

each construction area all is provided with at least one handheld bayonet vibrating spear.

5. The tamper system of claim 4, wherein:

in the circumferential direction, the first vibrating group positioned between the two adjacent layers of the pouring windows is arranged close to the lower layer of the two adjacent layers of the pouring windows.

6. The vibrating system according to any one of claims 1 to 5, wherein:

the length of the steel form along the first direction is between 10 and 14 meters.

7. The tamper system of claim 6, wherein:

in each construction area, the number of the pouring windows is three, the number of the first vibrating groups is three, and the number of the second vibrating groups is two;

and two adjacent second pneumatic vibrators are arranged in a staggered manner in the upward direction of the ring.

8. The tamper system of claim 7, wherein:

the number of the feeding ports of each layer of the pouring window is four, three feeding ports in each layer of the pouring window are located at the side arch part, the rest feeding ports are located at the first end part or the second end part, and two adjacent feeding ports are arranged in a staggered mode in the annular direction;

the number of the first pneumatic vibrators of each first vibrating group is three;

the number of the second pneumatic vibrators of each second vibrating group is three.

9. The tamper system of claim 8, wherein:

the number of the third pneumatic vibrators of each third vibrating group is four;

the number of the fourth pneumatic vibrators of each fourth vibrating group is four;

the fifth vibrating group comprises two first plug-in vibrators distributed along the annular direction;

the sixth vibrating group comprises two second plug-in vibrators distributed along the annular direction;

the number of the third plug-in vibrators is four;

the number of the perfusion holes is three;

along the first direction, the length of steel form is 12 meters.

10. A tunnel lining trolley including a tamper system as claimed in any one of claims 1 to 9.

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