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CN201512949U - Reversed conical prepared hole forming device for foundation of concrete device - Google Patents

Reversed conical prepared hole forming device for foundation of concrete device Download PDF

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Publication number
CN201512949U
CN201512949U CN 200920209728 CN200920209728U CN201512949U CN 201512949 U CN201512949 U CN 201512949U CN 200920209728 CN200920209728 CN 200920209728 CN 200920209728 U CN200920209728 U CN 200920209728U CN 201512949 U CN201512949 U CN 201512949U
Authority
CN
China
Prior art keywords
form element
template
type structure
hinge type
parts
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
CN 200920209728
Other languages
Chinese (zh)
Inventor
何国富
章健
方强
夏庭海
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Petroleum and Chemical Corp
Sinopec Shanghai Engineering Co Ltd
Original Assignee
China Petrochemical Corp
Sinopec Shanghai Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Petrochemical Corp, Sinopec Shanghai Engineering Co Ltd filed Critical China Petrochemical Corp
Priority to CN 200920209728 priority Critical patent/CN201512949U/en
Application granted granted Critical
Publication of CN201512949U publication Critical patent/CN201512949U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a reversed conical prepared hole forming device for a foundation of a concrete device, which comprises template parts, a template supporting part and template connecting parts, wherein the template supporting part comprises a flat steel and a round screw, one end of the flat steel is connected with the template parts through nuts, the other end of the flat steel is connected with the round screw, and the template parts are mutually connected through the template connecting parts. The device can freely adjust the obliquity of the reversed conical surface and the size of the upper and lower apertures according to the size of the reversed conical prepared hole; and furthermore, the device has the advantages of convenient construction, reutilization and good hole forming effect, thereby saving wood, timer and labor.

Description

The back taper preformed hole shaped device on concrete equipment basis
Technical field
The utility model relates to the concrete equipment basis, the back taper preformed hole shaped device on particularly a kind of concrete equipment basis.
Background technology
The lower margin anchor bolt on concrete equipment basis is usually because installation and embedding precision need, often adopt the preformed hole form to carry out the back-grouting construction, require height and bear the stone bolt of cyclic loading effect for resistance to plucking, preformed hole needs to adopt back taper rather than straight tubular sometimes, and the moulding of back taper preformed hole is the difficult problem in the foundation construction always.Because take out difficulty after putting into the form fixer of concrete, so the use of punching block is restricted.Job practices commonly used at present mainly is a wooden model, wooden model can be flitch or tub, after the construction the broken cutter of wooden model cutter is split, row takes out again, and the wooden model that takes out also can't be recycled once more, this technology had both been wasted timber, time-consuming again taking a lot of work, even usually have influence on and need use straight tubular preformed hole instead by deepening hole depth by the designer.
The utility model content
The technical problems to be solved in the utility model is in order to overcome the defective of prior art, the back taper preformed hole shaped device on a kind of concrete equipment basis is provided, it can be according to back taper preformed hole size, the free adjustment back taper conical surface gradient and the size in aperture up and down.
The utility model solves above-mentioned technical problem by following technical proposals: the back taper preformed hole shaped device on a kind of concrete equipment basis, it is characterized in that, it comprises form element, template support component and template link, the template support component comprises band steel and circle screw rod, one end of band steel is connected with form element by a nut, the other end of band steel connects the circle screw rod, and the template link interconnects form element.
Preferably, described form element comprises trapezoid template parts, parallelogram form element or triangle form element.
Preferably, described parallelogram form element, triangle form element and trapezoid template parts matched combined.
Preferably, described trapezoid template parts comprise first chute, second chute, earhole, the first hinge type structure, the second hinge type structure and turning joint mechanism, turning joint mechanism is positioned at the centre of trapezoid template parts, first chute, second chute lay respectively at the top and the bottom of trapezoid template parts, earhole is positioned at the inboard of trapezoid template parts and is used for connecting and supports, and the first hinge type structure and the second hinge type structure stagger mutually and lay respectively at the dual-side of trapezoid template parts.
Preferably, described parallelogram form element comprises the 3rd hinge type structure and the 4th hinge type structure, and the 3rd hinge type structure and the 4th hinge type structure stagger mutually and lay respectively at the dual-side of parallelogram form element.
Preferably, described band steel has circular hole, and the circular hole on the circle screw rod insertion band steel is to fix each band steel.
Positive progressive effect of the present utility model is: the utility model can be according to back taper preformed hole size, the free adjustment back taper conical surface gradient and the size in aperture up and down.And, the utlity model has easy construction, reusable and advantage that pore-forming is effective, both saved timber, again the time and labour saving.
Description of drawings
Fig. 1 is the structural representation of trapezoid template parts in the utility model.
Fig. 2 is the structural representation of parallelogram form element in the utility model.
Fig. 3 is the structural representation of the utility model intermediate cam shape form element.
Fig. 4 is the schematic diagram after the combination of trapezoid template parts and parallelogram form element in the utility model.
Fig. 5 is the schematic diagram after the combination of trapezoid template parts and triangle form element in the utility model.
Fig. 6 is the schematic diagram after trapezoid template parts in the utility model, parallelogram form element and the combination of triangle form element.
Fig. 7 is the structural representation of the back taper preformed hole shaped device on the utility model concrete equipment basis.
Fig. 8 is the decomposing schematic representation of the back taper preformed hole shaped device on the utility model concrete equipment basis.
The specific embodiment
Lift a preferred embodiment below, and come the clearer the utility model that intactly illustrates in conjunction with the accompanying drawings.
The back taper preformed hole shaped device on the utility model concrete equipment basis comprises form element, template support component and template link, form element is the steel plate making of 0.6~1.0mm by thickness and comprises trapezoid template parts, parallelogram form element and triangle form element, the trapezoid template parts are master module parts, parallelogram form element, triangle form element and trapezoid template parts matched combined.
As shown in Figure 1, trapezoid template parts 1 comprise first chute 11, second chute 12, earhole 13, the first hinge type structure 14, the second hinge type structure 16 and turning joint mechanism 15, turning joint mechanism 15 is positioned at the centre of trapezoid template parts 1, first chute 11, second chute 12 lays respectively at the top and the bottom of trapezoid template parts 1, earhole 13 is positioned at the inboard of trapezoid template parts 1 and is used for connecting support, the first hinge type structure 14 and the second hinge type structure 16 stagger mutually and lay respectively at the dual-side of trapezoid template parts 1, when door assembly with hinge and glass in right hand and left formula structure not, the trapezoid template parts can with the parallelogram form element, the combination of triangle form element.As shown in Figure 2, parallelogram form element 2 comprises the 3rd hinge type structure 21 and the 4th hinge type structure 22, the 3rd hinge type structure 21 and the 4th hinge type structure 22 stagger mutually and lay respectively at the dual-side of parallelogram form element 2, when door assembly with hinge and glass in right hand and left formula structure not, the parallelogram form element can make up with the triangle form element.As shown in Figure 3, triangle form element 3 comprises rotation center 31, and rotation center 31 is positioned at the tip of triangle form element 3.As shown in Figure 4, trapezoid template parts 1 and parallelogram form element 2 matched combined.As shown in Figure 5, trapezoid template parts 1 and triangle form element 3 matched combined.As shown in Figure 6, trapezoid template parts 1, parallelogram form element 2 and triangle form element 3 matched combined.
As shown in Figure 7 and Figure 8, the template support component comprises band steel 4 and circle screw rod 5, band steel 4 has circular hole, can play telescopic action after two band steel 4 combinations, to adjust horizontal range in the hole, band steel 4 is used for the support shuttering parts and has enough anti-pressure abilities, one end of band steel 4 is connected with form element by a nut, such as each band steel 4 being connected with the earhole of trapezoid template parts 1 respectively by nut, the other end of band steel 4 connects circle screw rod 5, and the circular hole on the circle screw rod 5 insertion band steels 4 is to fix each band steel 4.Circle screw rod 5 upper ends have screw thread, screw on nut after the insertion and prevent to drop.The template link is the round steel bar 6 of band pier nose, round steel bar 6 interconnects form element, and make it and to rotate, because the upper end of round steel bar 6 has pier nose, form the hinge type pipe between the adjacent trapezoid template parts 1, round steel bar 6 can prevent form element (such as trapezoid template parts 1) disengagement mutually after inserting the hinge type pipe.
Though more than described the specific embodiment of the present utility model, but those skilled in the art is to be understood that, these only illustrate, and under the prerequisite that does not deviate from principle of the present utility model and essence, can make numerous variations or modification to these embodiments.Therefore, protection domain of the present utility model is limited by appended claims.

Claims (6)

1. the back taper preformed hole shaped device on a concrete equipment basis, it is characterized in that, it comprises form element, template support component and template link, the template support component comprises band steel and circle screw rod, one end of band steel is connected with form element by a nut, the other end of band steel connects the circle screw rod, and the template link interconnects form element.
2. the back taper preformed hole shaped device on concrete equipment as claimed in claim 1 basis is characterized in that described form element comprises trapezoid template parts, parallelogram form element or triangle form element.
3. the back taper preformed hole shaped device on concrete equipment as claimed in claim 2 basis is characterized in that, described parallelogram form element, triangle form element and trapezoid template parts matched combined.
4. the back taper preformed hole shaped device on concrete equipment as claimed in claim 2 basis, it is characterized in that, described trapezoid template parts comprise first chute, second chute, earhole, the first hinge type structure, the second hinge type structure and turning joint mechanism, turning joint mechanism is positioned at the centre of trapezoid template parts, first chute, second chute lays respectively at the top and the bottom of trapezoid template parts, earhole is positioned at the inboard of trapezoid template parts and is used for connecting and supports, and the first hinge type structure and the second hinge type structure stagger mutually and lay respectively at the dual-side of trapezoid template parts.
5. the back taper preformed hole shaped device on concrete equipment as claimed in claim 4 basis, it is characterized in that, described parallelogram form element comprises the 3rd hinge type structure and the 4th hinge type structure, and the 3rd hinge type structure and the 4th hinge type structure stagger mutually and lay respectively at the dual-side of parallelogram form element.
6. the back taper preformed hole shaped device on concrete equipment as claimed in claim 1 basis is characterized in that described band steel has circular hole, and the circular hole on the circle screw rod insertion band steel is to fix each band steel.
CN 200920209728 2009-09-15 2009-09-15 Reversed conical prepared hole forming device for foundation of concrete device Expired - Lifetime CN201512949U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200920209728 CN201512949U (en) 2009-09-15 2009-09-15 Reversed conical prepared hole forming device for foundation of concrete device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200920209728 CN201512949U (en) 2009-09-15 2009-09-15 Reversed conical prepared hole forming device for foundation of concrete device

Publications (1)

Publication Number Publication Date
CN201512949U true CN201512949U (en) 2010-06-23

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CN 200920209728 Expired - Lifetime CN201512949U (en) 2009-09-15 2009-09-15 Reversed conical prepared hole forming device for foundation of concrete device

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CN (1) CN201512949U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102373713A (en) * 2011-11-22 2012-03-14 中国水利水电第十四工程局有限公司 Construction method and device for preserved hole of equipment foundation bolt
CN103821350A (en) * 2014-02-25 2014-05-28 中天建设集团有限公司 Pipeline reserved hole mold type construction method
CN104204375A (en) * 2012-01-10 2014-12-10 查尔斯·S·莫瓦耶 Bracket assemblies and formwork systems for structural elements
CN107476332A (en) * 2017-09-21 2017-12-15 高士雄 A kind of anchor bolt box sectional die box
CN110241845A (en) * 2019-07-12 2019-09-17 中国化学工程第十一建设有限公司 An easy-to-remove equipment foundation reserved hole core and its construction method
CN115874809A (en) * 2023-01-05 2023-03-31 中建新疆建工(集团)有限公司 Detachable pipeline reserved hole device for electromechanical pre-embedding of aluminum mould

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102373713A (en) * 2011-11-22 2012-03-14 中国水利水电第十四工程局有限公司 Construction method and device for preserved hole of equipment foundation bolt
CN102373713B (en) * 2011-11-22 2013-11-27 中国水利水电第十四工程局有限公司 Construction method and device for preserved hole of equipment foundation bolt
CN104204375A (en) * 2012-01-10 2014-12-10 查尔斯·S·莫瓦耶 Bracket assemblies and formwork systems for structural elements
CN104204375B (en) * 2012-01-10 2016-03-30 查尔斯·S·莫瓦耶 Bracket assembly and formwork system for structural members
CN103821350A (en) * 2014-02-25 2014-05-28 中天建设集团有限公司 Pipeline reserved hole mold type construction method
CN107476332A (en) * 2017-09-21 2017-12-15 高士雄 A kind of anchor bolt box sectional die box
CN110241845A (en) * 2019-07-12 2019-09-17 中国化学工程第十一建设有限公司 An easy-to-remove equipment foundation reserved hole core and its construction method
CN115874809A (en) * 2023-01-05 2023-03-31 中建新疆建工(集团)有限公司 Detachable pipeline reserved hole device for electromechanical pre-embedding of aluminum mould

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C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Free format text: FORMER OWNER: SINOPEC SHANGHAI ENGINEERING CO., LTD.

Effective date: 20120928

Owner name: SINOPEC SHANGHAI ENGINEERING CO., LTD.

Free format text: FORMER OWNER: CHINA PETROCHEMICAL GROUP CORPORATION

Effective date: 20120928

C41 Transfer of patent application or patent right or utility model
C56 Change in the name or address of the patentee
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 100029 CHAOYANG, BEIJING TO: 200120 PUDONG NEW AREA, SHANGHAI

CP03 Change of name, title or address

Address after: 100029 Beijing, Chaoyangmen, North Street, No. 22, No.

Patentee after: CHINA PETROLEUM & CHEMICAL Corp.

Patentee after: SINOPEC SHANGHAI ENGINEERING Co.,Ltd.

Address before: 100029 Beijing, Chaoyangmen, North Street, No. 22, No.

Patentee before: CHINA PETROLEUM & CHEMICAL Corp.

Patentee before: Shanghai Engineering Co., Ltd., Sinopec Group

TR01 Transfer of patent right

Effective date of registration: 20120928

Address after: 200120 Zhang Yang Road, Shanghai, Pudong New Area, No. 769

Patentee after: SINOPEC SHANGHAI ENGINEERING Co.,Ltd.

Address before: 100029 Beijing, Chaoyangmen, North Street, No. 22, No.

Patentee before: CHINA PETROLEUM & CHEMICAL Corp.

Patentee before: SINOPEC SHANGHAI ENGINEERING Co.,Ltd.

CX01 Expiry of patent term

Granted publication date: 20100623

CX01 Expiry of patent term