CN214089493U - Non-pull rod pier body template system - Google Patents

Non-pull rod pier body template system Download PDF

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Publication number
CN214089493U
CN214089493U CN202022331686.6U CN202022331686U CN214089493U CN 214089493 U CN214089493 U CN 214089493U CN 202022331686 U CN202022331686 U CN 202022331686U CN 214089493 U CN214089493 U CN 214089493U
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China
Prior art keywords
pier shaft
pull rod
template
body rib
rib
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Active
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CN202022331686.6U
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Chinese (zh)
Inventor
杨仲仕
邢谦
蔡欣
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CCCC SHEC Third Highway Engineering Co Ltd
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CCCC SHEC Third Highway Engineering Co Ltd
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Priority to CN202022331686.6U priority Critical patent/CN214089493U/en
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Abstract

The utility model provides a no pull rod pier shaft template system, including pier shaft template, the reinforcement connection spare and the back of the body rib of setting in the pier shaft template outside that concreting pier shaft was used, pier shaft template is the quadrilateral frame structure who comprises four templates, the back of the body rib sets up along the long limit of pier shaft template, reinforcement connection spare sets up the both ends welded connection with the back of the body rib along the minor face of pier shaft template, four diagonal angles that back of the body rib is connected with reinforcement connection spare are equipped with the enhancement counter-pull rod. The utility model discloses draw materials on the spot, economic nature is good, and is with low costs, and adopts the beret piece as the back of the body rib, and overall structure is light and handy, and easily construction installation can conveniently remove many times of repeated cyclic utilization, gets rid of the setting that the pier shaft link up the pull rod and improves pier shaft aesthetic property and intensity, adopts the enhancement opposite-pulling rod in back of the body rib and reinforcement connection spare four corners, has improved holistic rigidity, can resist newly-mixed concrete lateral pressure, has wholly improved construction quality and intensity and has improved construction economic benefits.

Description

Non-pull rod pier body template system
Technical Field
The utility model relates to a pier shaft construction technical field in the bridge construction operation, concretely relates to no pull rod pier shaft template system.
Background
At present, most of the templates commonly used in concrete pouring are internal counter-pull rod type templates, and the templates have the advantages of simple processing and light weight. However, the concrete structure constructed by the type of template has small integral rigidity, the pull rod needs to be used during construction, so that the pull rod holes on the surface of the concrete are more, the treatment is complicated, the surface of the concrete is not attractive, and a corrosion channel of a steel bar in the concrete structure can be formed after the pull rod is corroded. With the rapid development of domestic engineering construction, the requirements on the appearance quality of various concrete structures of civil engineering are stricter and stricter, and the requirements on the appearance are higher and higher.
Disclosure of Invention
The utility model provides a no pull rod pier shaft template system, overall structure is light and handy, reduces safe risk.
The technical scheme of the utility model is that: the utility model provides a no pull rod pier shaft template system, is including pier shaft template, the reinforcement connection spare and the back of the body rib of setting in the pier shaft template outside that concreting pier shaft was used, pier shaft template is the quadrilateral frame structure who comprises four templates, the back of the body rib sets up along the long limit of pier shaft template, reinforcement connection spare sets up the both ends welded connection with the back of the body rib along the minor face of pier shaft template, four diagonal angles that back of the body rib is connected with reinforcement connection spare are equipped with the enhancement diagonal rod.
The scheme is further, be equipped with support piece between pier shaft template and reinforcement connecting piece, the back of the body rib.
The scheme is further that the supporting piece, the pier body template, the reinforcing connecting piece and the back rib are respectively connected through bolts or welding.
The scheme is further, support piece comprises a plurality of vertical I-steel that evenly set up.
Further, the back rib is composed of a large number of Bailey pieces.
In a further scheme, a nut is arranged on the outer side, close to the back rib and the reinforcing connecting piece, of the reinforcing counter pull rod.
The utility model has the advantages that:
1. the utility model does not adopt a pier body through pull rod when constructing the concrete pier body, thereby reducing the structural defects of the concrete pier body;
2. the utility model adopts the beret as the back rib, which has large rigidity, light structure, low cost and good economical efficiency, and reduces the safety risk;
3. the utility model discloses rely on the four corners to strengthen the powerful rigidity combined action of drag link and back of the body rib, resist newly-mixed concrete side pressure, improve construction quality.
Drawings
Fig. 1 is a schematic structural view of a non-pull rod pier shaft formwork system of the present invention;
fig. 2 is an enlarged view of a portion a of fig. 1 of a non-pull rod pier shaft formwork system according to the present invention;
wherein: 1. concrete pier body, 2, pier body template, 3, support piece, 4, reinforcement connecting piece, 5, reinforcement counter-pull rod, 6, back of the body rib.
Detailed Description
The present invention will now be described more fully hereinafter with reference to the accompanying drawings, in which a person skilled in the art can, without any creative effort, fully implement the present invention.
The utility model discloses a concrete implementation mode is: as shown in fig. 1-2, a no pull rod pier shaft template system, including pier shaft template 2, the reinforcement connection 4 and the back of the body rib 6 of setting in the pier shaft template 2 outside that concreting pier shaft 1 was used, pier shaft template 2 is the quadrangle frame construction of compriseing four steel sheet templates, back of the body rib 6 sets up along pier shaft template 2's long limit, reinforcement connection 4 sets up the both ends welded connection with back of the body rib 6 along pier shaft template 2's minor face, four diagonal angles that back of the body rib 6 and reinforcement connection 4 are connected are equipped with and strengthen counter-pull rod 5.
The utility model discloses further, be equipped with support piece 3 between pier shaft template 2 and strengthening connecting piece 4, the back of the body rib 6.
The utility model discloses further, support piece 3 and pier shaft template 2 pass through bolt or welded connection respectively with add strong joint spare 4, back of the body rib 6, the installation of being convenient for.
The utility model discloses furtherly, support piece 3 constitutes for the I-steel of a plurality of vertical even settings, easily draws materials.
The utility model discloses furtherly, add connecting piece 4 and also make for the I-steel, transversely with 2 minor face parallel arrangement of pier shaft template.
The utility model discloses further, back rib 6 comprises the big piece bailey piece, and the structure is light and handy, and economic nature is good.
The utility model discloses further, strengthen being close to back of the body rib 6 and the outside of strengthening connecting piece 4 to pull rod 5 and be equipped with the nut.
The utility model discloses draw materials on the spot, economic nature is good, and overall structure is light and handy, and easily construction installation can conveniently remove many times of repeated cyclic utilization, and gets rid of the setting that the pier shaft link up the pull rod and improve pier shaft aesthetic property and intensity.
While the preferred embodiments of the present invention have been described, it is to be understood that the invention is not limited to the precise embodiments described, and that equipment and structures not described in detail are understood to be practiced as commonly known in the art; any simple modification, equivalent change and modification made to the above embodiments according to the technical spirit of the present invention will still fall within the protection scope of the technical solution of the present invention by those skilled in the art without departing from the technical solution of the present invention.

Claims (6)

1. The utility model provides a no pull rod pier shaft template system, its characterized in that, is including pier shaft template, the reinforcement connection spare and the back of the body rib of setting in the pier shaft template outside that concreting pier shaft was used, pier shaft template is the quadrilateral frame structure of constituteing by four templates, the back of the body rib sets up along the long limit of pier shaft template, reinforcement connection spare sets up the both ends welded connection with the back of the body rib along the minor face of pier shaft template, four diagonal angles that the back of the body rib is connected with reinforcement connection spare are equipped with the enhancement counter-pull rod.
2. The tie-rod-free pier shaft formwork system according to claim 1, wherein a support member is arranged between the pier shaft formwork and the reinforcing connecting member and the back rib.
3. The tie-rod-free pier shaft formwork system according to claim 2, wherein the supporting member, the pier shaft formwork, the reinforcing connecting member and the back rib are respectively connected by bolts or welding.
4. The tie-rod-free pier shaft formwork system according to claim 2, wherein the supporting member is composed of a plurality of vertically and uniformly arranged I-shaped steel.
5. The rodless pier shaft formwork system of claim 1 wherein the back rib is comprised of a large number of beret segments.
6. The pull-rod-free pier shaft formwork system according to claim 1, wherein a nut is arranged on the outer side of the reinforcing counter pull rod, which is close to the back rib and the reinforcing connecting piece.
CN202022331686.6U 2020-10-20 2020-10-20 Non-pull rod pier body template system Active CN214089493U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022331686.6U CN214089493U (en) 2020-10-20 2020-10-20 Non-pull rod pier body template system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022331686.6U CN214089493U (en) 2020-10-20 2020-10-20 Non-pull rod pier body template system

Publications (1)

Publication Number Publication Date
CN214089493U true CN214089493U (en) 2021-08-31

Family

ID=77444343

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022331686.6U Active CN214089493U (en) 2020-10-20 2020-10-20 Non-pull rod pier body template system

Country Status (1)

Country Link
CN (1) CN214089493U (en)

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