CN220014105U - Wall-pulling wall-rib anchoring piece and wall thereof - Google Patents
Wall-pulling wall-rib anchoring piece and wall thereof Download PDFInfo
- Publication number
- CN220014105U CN220014105U CN202321502873.3U CN202321502873U CN220014105U CN 220014105 U CN220014105 U CN 220014105U CN 202321502873 U CN202321502873 U CN 202321502873U CN 220014105 U CN220014105 U CN 220014105U
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- wall
- lacing wire
- anchor
- steel
- anchoring
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- 238000004873 anchoring Methods 0.000 title claims abstract description 46
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 32
- 239000010959 steel Substances 0.000 claims abstract description 32
- 239000011449 brick Substances 0.000 claims description 11
- 238000005452 bending Methods 0.000 claims description 8
- 239000004570 mortar (masonry) Substances 0.000 claims description 8
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 6
- 210000002435 tendon Anatomy 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 11
- 238000012360 testing method Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000001360 synchronised effect Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000005336 cracking Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- TVZRAEYQIKYCPH-UHFFFAOYSA-N 3-(trimethylsilyl)propane-1-sulfonic acid Chemical compound C[Si](C)(C)CCCS(O)(=O)=O TVZRAEYQIKYCPH-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a wall-pulling rib anchoring piece and a wall body thereof, comprising: an anchor plate, a wall bracing and a steel nail; wall bracing ribs are arranged on one end face of the anchoring plate at intervals; the wall stretching ribs are arranged in pairs, and hooks are arranged at the extending ends of the wall stretching ribs; the anchor plate is fixedly connected with the anchor plate through steel nails. According to the structure, the wall lacing wire anchoring piece is manufactured in advance by utilizing the nail shooting function of the nail shooting gun, and the wall lacing wire anchoring piece adopting the structure can be synchronously installed when a brickwork is constructed.
Description
Technical Field
The utility model relates to the technical field of engineering construction, in particular to a wall lacing wire anchoring piece and a wall thereof.
Background
In the building construction process, secondary structure wall body wall bracing is carried out through pre-buried or later-stage bar planting.
When the synchronous pre-buried working procedure is implemented with the main structure, the synchronous pre-buried working procedure is more complex, holes are needed to be formed in the templates, the pre-buried bars are easy to displace, the construction cost is high, and the effect is not ideal.
Later-stage bar planting is limited by bar planting personnel level, quality is affected, links such as hole turning, ash removal, bar planting and maintenance are needed, construction procedures are complex, quality control difficulty is high, and cost is high.
In the actual construction process, due to the influence of factors such as ground flatness, accuracy of a bar planting (embedded) position, masonry mortar joint control and the like, the bar planting (embedded) position is difficult to ensure to be just at the mortar joint position, and a large quality potential safety hazard is left for a masonry wall body.
Disclosure of Invention
Aiming at the technical problems, the utility model provides a wall bracing anchor and a wall thereof, which effectively solve the problems of wall bracing position accuracy and drawknot quality.
The utility model provides a wall lacing wire anchor, which comprises: an anchor plate, a wall bracing and a steel nail; wall bracing ribs are arranged on one end face of the anchoring plate at intervals;
the wall stretching ribs are arranged in pairs, and hooks are arranged at the extending ends of the wall stretching ribs;
the anchoring plate is fixedly connected with the steel nails;
the steel nails are at least arranged between the external corner positions of the anchor plates and the wall lacing wires;
the direction of the wall-pulling rib hook is vertical to the edge of the anchoring plate, and the opening direction is aligned with the center of the anchoring plate.
Preferably, the thickness of the anchor plate is greater than or equal to 0.6 times the diameter of the steel nail.
Preferably, the thickness of the anchor plate is greater than 1/8 of the spacing between any two laterally adjacent steel studs.
Preferably, the anchoring plate is provided with a nail gun hole, and the steel nail is inserted into the nail gun hole and fixedly connected with the wall body; the distance between the outer periphery of the nail gun hole and the adjacent anchor plate edge is less than 2 times of the diameter of the nail gun hole or 20mm.
Preferably, the length of the tie bar is less than 500mm; the hook comprises: a bending section and a flat section; the bending section is connected with the extension end of the drawknot tendon; one end of the straight section is connected with the extending end of the bending section; the straight section is parallel to the tie bar.
Preferably, the length of the straight section is greater than 3 times the diameter of the reinforcing steel bars used; the inner diameter of the bending section is 2.5 times of the diameter of the used reinforcing steel bars.
Preferably, the tie bars are vertically connected with the anchor plate; the longitudinal spacing between every two adjacent wall lacing wire anchoring parts is 500-600 mm.
In another aspect, the present utility model also provides a wall, including the above-mentioned: and one end of each wall lacing wire anchoring piece is connected with the side wall of the structural wall column at intervals respectively.
Preferably, brick masonry is arranged between adjacent wall lacing wire anchoring pieces; the wall lacing wire anchoring piece and the brick masonry steel bar are bound.
Preferably, a mortar layer is provided between adjacent brickwork.
The utility model has the beneficial effects that:
1) According to the wall lacing wire anchoring piece, the wall lacing wire anchoring piece is manufactured in advance by utilizing the nailing function of the nailing gun, and the wall lacing wire anchoring piece can be synchronously installed during brickwork construction, and can be fixed by adopting the nailing gun, so that the accuracy and quality of the lacing wire position are ensured.
2) The wall lacing wire anchoring piece for the wall body is simple in equipment manufacture and operation, convenient for local material drawing at a construction site, low in manufacturing cost and capable of mass production; synchronous construction with brick masonry, and ensures the accuracy of the lacing wire position. Can be widely applied to the field construction of brick masonry.
Drawings
FIG. 1 is a schematic diagram of the installation state of a wall stud anchor provided by the utility model;
FIG. 2 is a schematic diagram of a three-dimensional structure of a wall stud anchor according to the present utility model;
legend description:
11. an anchor plate; 12. wall bracing; 13. steel nails; 2. wall bracing of the wall body; 3. brickwork; 4. structural wall posts.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments. The components of the embodiments of the present utility model generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the utility model, as presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, based on the embodiments of the utility model, which are apparent to those of ordinary skill in the art without inventive faculty, are intended to be within the scope of the utility model.
The technical means which are not described in detail and are not used for solving the technical problems of the utility model are all arranged according to common general knowledge in the field, and various common general knowledge arrangement modes can be realized.
Referring to fig. 1 to 2, the wall lacing wire anchoring piece provided by the utility model comprises: anchor plate, wall bar, steel nail. Wall studs are arranged on the end surfaces of the anchoring plates in pairs; the anchoring plate is connected with the wall column through steel nails; the wall bracing extends and sets up on the brickwork to through the reinforcing bar ligature after, fill and set up the mortar bed and realize the connection of adjacent brickwork, finally form fixed wall body.
And selecting wall posts with different concrete strengths on a construction site, carrying out test connection on the processed wall stud anchoring pieces through a nail gun, and carrying out detection test through a drawing test to finally determine the lengths and the types of steel nails corresponding to the concrete with different strengths.
The thickness of the anchor plate meets the requirements of national Standard for Steel structural Design (DSS) GB 50017-2017, and the following requirements are met: not less than 0.6 times the diameter of the steel nail; the thickness of the tensioned and bent anchoring plates is preferably more than 1/8 of the distance between the steel nails; the distance from the peripheral steel nail holes to the edge of the anchor plate should not be less than 2 times the diameter of the steel nail holes or 20mm. And connecting the anchoring plate with the wall column by adopting a steel nail matched with the test result and adopting a nail gun to finish the fixation of the wall bracing.
The wall lacing wire is processed into a reinforcing steel bar with the length not less than 500mm and the tail end provided with a 180-degree hook, and the hook processing requirements are as follows: the length of the bent straight section is not smaller than 3 times of the diameter of the used reinforcing steel bar, and the inner diameter of the bent arc is 2.5 times of the diameter of the used reinforcing steel bar.
The machined wall lacing wires and the anchoring pieces are connected in a welding mode by adopting a welding machine, the accuracy of the positions of the wall lacing wires of the structural wall is ensured during welding and is vertical to the anchoring pieces, the direction of the steel bar hooks is vertical to the edges of the anchoring pieces, and the opening direction is aligned to the center of the anchoring plate.
The utility model also provides a wall body, and the anchoring plate is connected with the wall body column through steel nails; the wall bracing extends and sets up on the brickwork to through the reinforcing bar ligature after, fill and set up the mortar bed and realize the connection of adjacent brickwork, finally form fixed wall body.
The construction of the structure is as follows:
a. before the secondary structure construction, according to wall thickness and concrete strength, test connection is carried out, and the thickness of the anchor plate and the type of the steel nail are determined.
b. And according to the test structure, the wall lacing wire anchoring piece of the wall body is processed in advance.
c. And (3) brickwork is built, and wall bracing ribs are arranged according to the anti-earthquake fortification requirements of the design drawing. The wall tie bars are generally arranged on the wall at intervals of 500-600 mm.
d. And when the brick is built to the next layer of bricks at the position where the lacing wires are required to be arranged, marking the lacing wire positions on the wall body.
e. And installing the wall lacing wire anchoring piece at a marked position (the horizontal marking line of the wall lacing wire anchoring piece is flush with the top mark height of the lower brickwork, and the outer side of the wall lacing wire anchoring piece anchoring plate cannot exceed the outer side of the brickwork). And (3) selecting steel nails corresponding to the concrete strength according to test data by adopting a nail gun, driving the steel nails into four external corner positions of the wall-pulling rib anchoring anchor plate and positions between two wall-pulling ribs of the anchor plate, wherein the distance between the steel nails and the edge of the anchor plate is not smaller than 2 times of the diameter of an anchor hole or 20mm, and firmly fixing the anchor.
f. According to the standard requirements, the wall bracing ribs of the wall are subjected to a drawing test, so that the connection quality of the wall bracing ribs and the wall columns is ensured to meet the related standard requirements.
g. And (3) building a layer of bricks at the lower part of the wall bracing, after the lower layer of bricks are built, installing wall bracing on the wall bracing layer of brick masonry, binding, and paving mortar to build the upper layer of brick masonry.
Repeating the above steps until the masonry is completed
h. Pointing: in the masonry process, a 'magma along with masonry along with seam receiving method' is adopted, wherein horizontal seams are firstly hooked, and then vertical seams are hooked. The mortar joints and the hollow brick surfaces are flat and compact, and the phenomena of seam loss, blind joints, cracking, infirm adhesion and the like cannot occur, so that the wall surface is prevented from water seepage and cracking, and the wall surface is convenient to paint and decorate.
Although the present utility model has been described with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements and changes may be made without departing from the spirit and principles of the present utility model.
Claims (10)
1. A wall lacing wire anchor, comprising: an anchor plate, a wall bracing and a steel nail; wall bracing ribs are arranged on one end face of the anchoring plate at intervals;
the wall stretching ribs are arranged in pairs, and hooks are arranged at the extending ends of the wall stretching ribs;
the anchoring plate is fixedly connected with the steel nails;
the steel nails are at least arranged between the external corner positions of the anchor plates and the wall lacing wires;
the direction of the wall-pulling rib hook is vertical to the edge of the anchoring plate, and the opening direction is aligned with the center of the anchoring plate.
2. The wall lacing wire anchor of claim 1, wherein the thickness of the anchor plate is greater than or equal to 0.6 times the diameter of the steel studs.
3. A wall lacing wire anchor according to claim 1, wherein the anchor plate has a thickness greater than 1/8 of the spacing between any two laterally adjacent steel studs.
4. The wall lacing wire anchoring member according to claim 1, wherein the anchoring plate is provided with a nail gun hole, and the steel nail is inserted into the nail gun hole and fixedly connected with the wall; the distance between the outer periphery of the nail gun hole and the adjacent anchor plate edge is less than 2 times of the diameter of the nail gun hole or 20mm.
5. A wall lacing wire anchor according to claim 1, wherein the lacing wire length is less than 500mm; the hook comprises: a bending section and a flat section; the bending section is connected with the extension end of the drawknot tendon; one end of the straight section is connected with the extending end of the bending section; the straight section is parallel to the tie bar.
6. The wall lacing wire anchor of claim 5, wherein the straight section length is greater than 3 times the diameter of the rebar used; the inner diameter of the bending section is 2.5 times of the diameter of the used reinforcing steel bars.
7. The wall lacing wire anchor of claim 1, wherein the lacing wire is vertically connected to the anchor plate.
8. A wall comprising the wall according to any one of claims 1 to 7: and one end of each wall lacing wire anchoring piece is connected with the side wall of the structural wall column at intervals respectively.
9. The wall of claim 8, wherein brickwork is disposed between adjacent wall lacing wire anchors; the wall lacing wire anchoring piece and the brick masonry steel bar are bound.
10. The wall of claim 9, wherein a layer of mortar is disposed between adjacent brickwork; the longitudinal spacing between every two adjacent wall lacing wire anchoring parts is 500-600 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321502873.3U CN220014105U (en) | 2023-06-13 | 2023-06-13 | Wall-pulling wall-rib anchoring piece and wall thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321502873.3U CN220014105U (en) | 2023-06-13 | 2023-06-13 | Wall-pulling wall-rib anchoring piece and wall thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220014105U true CN220014105U (en) | 2023-11-14 |
Family
ID=88670470
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321502873.3U Active CN220014105U (en) | 2023-06-13 | 2023-06-13 | Wall-pulling wall-rib anchoring piece and wall thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220014105U (en) |
-
2023
- 2023-06-13 CN CN202321502873.3U patent/CN220014105U/en active Active
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