CN206971084U - The supporting construction of bridge coping template - Google Patents

The supporting construction of bridge coping template Download PDF

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Publication number
CN206971084U
CN206971084U CN201720252862.2U CN201720252862U CN206971084U CN 206971084 U CN206971084 U CN 206971084U CN 201720252862 U CN201720252862 U CN 201720252862U CN 206971084 U CN206971084 U CN 206971084U
Authority
CN
China
Prior art keywords
steel case
crossbeam
supporting construction
bridge
rod iron
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 - Fee Related
Application number
CN201720252862.2U
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Chinese (zh)
Inventor
程文斌
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201720252862.2U priority Critical patent/CN206971084U/en
Application granted granted Critical
Publication of CN206971084U publication Critical patent/CN206971084U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of supporting construction of bridge coping template, including rod iron, steel case, levelling device, crossbeam, landing beam, by two rod irons respectively penetrate pier stud along bridge to two preformed holes in, every rod iron both ends set steel case, there is through hole in steel case, and the rod iron passes through through hole, the levelling device is located above steel case, the crossbeam is located above levelling device, and spacing connecting elements is additionally provided between the crossbeam, landing beam is set above the crossbeam.The supporting construction of bridge coping template is formd, reaches using bridge pier column to rely on, by contacting for landing beam, crossbeam, steel case, rod iron and pier stud, delivers load to pier stud;As a result of said structure so that the utility model is simple and practical, the activity duration is short, workload is small, progress is fast, has the characteristics of cost is low, security is good, solves the problems, such as the supporting construction of bridge coping template well.

Description

The supporting construction of bridge coping template
Technical field
A kind of supporting construction of concrete construction template is the utility model is related to, it is particularly a kind of to be applied to public affairs Road, the supporting construction of bridge coping template in railroad bridge field.
Background technology
One of existing high highway, railroad bridge bent cap cast-in-place concrete difficult point are exactly the branch for solving cast in place concrete form Support;Currently used method sets up full framing, and the difficulty set up for high pier capping beam full framing is larger, sets up with removing weight The processing workload that multiple work operations amount is big, time-consuming, material usage is larger, basic greatly, support be likely to occur it is uneven The shortcomings that sinking etc. is difficult to overcome, security, economy, project progress can not meet the requirement of modern project.
The content of the invention
The purpose of this utility model is to provide a kind of supporting construction of bridge coping template, there is provided a kind of easy to operate With practicality bridge coping template supporting construction, reach the activity duration is short, workload is relatively small, progress is fast, cost is low, peace Complete reliable purpose.
Its technical scheme is as follows:
The supporting construction of bridge coping template, including rod iron, steel case, levelling device, crossbeam, landing beam, by described in two Rod iron respectively penetrate pier stud along bridge to two preformed holes in, every rod iron both ends set steel case, there is through hole, the rod iron in steel case Through through hole, the levelling device is located above steel case, and the crossbeam is located above levelling device, is additionally provided between the crossbeam Spacing connecting elements, the crossbeam top set landing beam.
The further technical scheme of the utility model is:
The steel case is square.
The rod iron is round steel, and the steel case through hole is circular hole, and steel case side sets hanger.
The levelling device is that two wedges form.
Advantage of the present utility model or principle are illustrated below:
The supporting construction of bridge coping template provided by the utility model, including it is rod iron, steel case, levelling device, crossbeam, flat Platform beam, by two rod irons respectively penetrate pier stud along bridge to two preformed holes in, every rod iron both ends set steel case, in steel case There is through hole, the rod iron passes through through hole, and the levelling device is located above steel case, and the crossbeam is located above levelling device, institute State and spacing connecting elements is additionally provided between crossbeam, set landing beam above the crossbeam, form the support knot of bridge coping template Structure, reach using bridge pier column to rely on, by contacting for landing beam, crossbeam, levelling device, steel case, rod iron and pier stud, by load Pass to pier stud;Because the utility model employs said structure so that the utility model is simple and practical, the activity duration It is short, workload is small, progress is fast, there is the characteristics of cost is low, security is good, the support knot for solving bridge coping template well The problem of structure.
Further, the steel case is square to increase supporting plane, facilitates levelling device and crossbeam to install.
Further, the rod iron is round steel, and convenient material drawing, the steel case through hole is circular hole, easy for construction, and steel case side is set Hanger, steel case is facilitated to lift and install.
Further, the levelling device is that two wedges form, convenient to adjust bent cap design height.
Brief description of the drawings
Fig. 1 is the supporting construction front view of this bridge coping template
Fig. 2 is the supporting construction side view of this bridge coping template
Description of reference numerals:
10th, rod iron, 11, steel case, 12, crossbeam, 13, landing beam, 14, through hole, 15, wedge, 16, spacing connecting elements, 17th, hanger
Embodiment
Embodiment of the present utility model is described in detail below.
As shown in Figure 1 and Figure 2, the supporting construction of bridge coping template, by two rod irons 10 respectively penetrate pier stud along bridge to In preformed hole, rod iron 10 is round steel, and the every both ends of rod iron 10 set steel case 11, there is through hole 14 in steel case 11, and through hole 14 is circular hole, steel There is hanger 17 side of case 11, and to facilitate lifting, the rod iron 10 passes through through hole 14, and each steel case 11 is additionally provided with two wedges above Shape block 15 is used as levelling device, and for adjusting capping beam template design height, the crossbeam 12 is located above levelling device, crossbeam 12 Before lifting, first two parallel crossbeams 12 are connected with spacing connecting elements 16, crossbeam 12 is then carried out and lifts, the crossbeam Landing beam 13 is set on 12, forms the supporting construction of bridge coping template, reaches using bridge pier column to rely on, passes through landing beam 13rd, crossbeam 12, levelling device, steel case 11, rod iron 10 contact with pier stud, deliver load to pier stud;Originally simple and practical, Activity duration is short, workload is small, progress is fast, has the characteristics of cost is low, security is good;Solves bridge coping template well Supporting construction the problem of.
The steel case 11 is square, increases supporting plane, facilitates levelling device and crossbeam 12 to install.
The rod iron 10 is round steel, and convenient material drawing, the through hole 14 of steel case 11 is circular hole, easy for construction, the side of steel case 11 If hanger 17, steel case 11 is facilitated to lift.
The levelling device is that two wedges 15 form, convenient to adjust bent cap design height.
Specific embodiment of the utility model is these are only, the scope of protection of the utility model is not limited with this;Not Any replacement made on the basis of the utility model design is violated with improving, belongs to the scope of protection of the utility model.

Claims (4)

1. the supporting construction of bridge coping template, it is characterised in that, will including rod iron, steel case, levelling device, crossbeam, landing beam Two rod irons respectively penetrate pier stud along bridge to two preformed holes in, every rod iron both ends set steel case, have through hole in steel case, The rod iron passes through through hole, and the levelling device is located above steel case, and the crossbeam is located above levelling device, the crossbeam it Between be additionally provided with spacing connecting elements, set landing beam above the crossbeam.
2. the supporting construction of bridge coping template as claimed in claim 1, it is characterised in that the steel case is square.
3. the supporting construction of bridge coping template as claimed in claim 2, it is characterised in that the rod iron is round steel, described Steel case through hole is circular hole, and steel case side sets hanger.
4. the supporting construction of the bridge coping template as described in any one of claim 1,2,3, it is characterised in that the leveling dress It is set to two wedge compositions.
CN201720252862.2U 2017-03-13 2017-03-13 The supporting construction of bridge coping template Expired - Fee Related CN206971084U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720252862.2U CN206971084U (en) 2017-03-13 2017-03-13 The supporting construction of bridge coping template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720252862.2U CN206971084U (en) 2017-03-13 2017-03-13 The supporting construction of bridge coping template

Publications (1)

Publication Number Publication Date
CN206971084U true CN206971084U (en) 2018-02-06

Family

ID=61414955

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720252862.2U Expired - Fee Related CN206971084U (en) 2017-03-13 2017-03-13 The supporting construction of bridge coping template

Country Status (1)

Country Link
CN (1) CN206971084U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111335170A (en) * 2020-03-10 2020-06-26 中铁北京工程局集团北京有限公司 Bent cap supports insurance system
CN112144417A (en) * 2020-10-12 2020-12-29 中建八局第一建设有限公司 Construction device and construction method for hollow coping of special-shaped pier gem
CN112627055A (en) * 2021-02-02 2021-04-09 中铁十五局集团第三工程有限公司 Bridge bent cap formwork support adjusting device and bridge bent cap construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111335170A (en) * 2020-03-10 2020-06-26 中铁北京工程局集团北京有限公司 Bent cap supports insurance system
CN112144417A (en) * 2020-10-12 2020-12-29 中建八局第一建设有限公司 Construction device and construction method for hollow coping of special-shaped pier gem
CN112627055A (en) * 2021-02-02 2021-04-09 中铁十五局集团第三工程有限公司 Bridge bent cap formwork support adjusting device and bridge bent cap construction method

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180206

Termination date: 20200313