CN207633222U - Bridge pier binder Coping Construction platform - Google Patents
Bridge pier binder Coping Construction platform Download PDFInfo
- Publication number
- CN207633222U CN207633222U CN201721685048.6U CN201721685048U CN207633222U CN 207633222 U CN207633222 U CN 207633222U CN 201721685048 U CN201721685048 U CN 201721685048U CN 207633222 U CN207633222 U CN 207633222U
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- construction platform
- bridge pier
- binder
- coping construction
- jack
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Abstract
The utility model is related to a kind of bridge pier binder Coping Construction platforms, each pier stud of bridge pier is equipped at least two preformed holes, all preformed holes are located in the same horizontal plane, it is provided with load bearing component in each preformed hole, pier stud side wall is stretched out at the both ends of each load bearing component, a support member is connected simultaneously above all load bearing components of each pier stud both sides, it is all connected with several jack in two support members of each pier stud both sides, two support members are correspondingly arranged on girder respectively, two girders are connected to several corresponding jack ends, it is connected respectively by two spreader beams between the end of two girders.With the construction platform, scaffold need not be built by ground, and binder Coping Construction platform is directly set up on pier stud, convenient and efficient, short time limit, consumptive material is few, it is at low cost, one is formed with pier stud, stability is good, can be by the jack up and down adjustment construction platform operation height, flexibility is high, the construction platform is simple in structure, easy to use, works well.
Description
Technical field
The utility model is related to field of bridge construction, especially a kind of bridge pier binder Coping Construction platform.
Background technology
In bridge construction, binder bent cap is applied on bridge pier, and scaffold erection binder bent cap is built by ground and is applied
Work platform needs compacting foundation, and differential settlement influences the quality of binder bent cap after avoiding scaffold from setting up, in addition high pier stud bridge
Pier builds that scaffold landing is difficult, and stability is bad, influences construction personnel's safety, builds that the time is long, and consumptive material is more, of high cost.
Utility model content
The goal of the invention of the utility model is：Binder bent cap is applied on bridge pier for of the existing technology, by ground
Base, which starts to build scaffold and sets up binder Coping Construction platform, needs compacting foundation, differential settlement shadow after avoiding scaffold from setting up
The quality of binder bent cap is rung, in addition high pier stud bridge pier builds scaffold landing difficulty, and stability is bad, influences construction personnel's peace
Entirely, build that the time is long, and consumptive material is more, problem of high cost provides a kind of bridge pier binder Coping Construction platform.
To achieve the goals above, the technical solution adopted in the utility model is：
Each pier stud of a kind of bridge pier binder Coping Construction platform, bridge pier is equipped at least two preformed holes, all described pre-
It boxes out and is located in the same horizontal plane, load bearing component is provided in each preformed hole, the both ends of each load bearing component are equal
The pier stud side wall is stretched out, a support member is connected simultaneously above all load bearing components of each pier stud both sides,
Several jack, two support members point are all connected in two support members of each pier stud both sides
It is not correspondingly arranged on girder, two girders are connected to several corresponding described jack ends, two girders
It is connected respectively by two spreader beams between end.
Wherein, all spreader beams are for being arranged binder Coping Construction template.
Using a kind of bridge pier binder Coping Construction platform described in the utility model, scaffold need not be built by ground, directly
It is connected on the pier stud and sets up binder Coping Construction platform, convenient and efficient, short time limit, consumptive material is few, at low cost, is formed with the pier stud
One, stability is good, can be by the jack up and down adjustment construction platform operation height, and flexibility is high, the construction platform structure
Simply, easy to use, it works well.
Preferably, each preformed hole is circle, and each load bearing component is rod iron, each rod iron
Diameter is adapted to the corresponding preformed hole internal diameter.
Preferably, pvc pipe is equipped in each preformed hole, each rod iron passes through the corresponding pvc pipe.
Preferably, each rod iron is equipped with reinforcing rib, prevents from deforming after its stress excessive.
Preferably, each support member is channel steel, and each channel steel is welded in corresponding all carryings
Component.
Preferably, each jack is screw jack, each support member and several corresponding institutes
Jack is stated to weld.
Preferably, each girder is Bailey beam, each Bailey beam and several corresponding described jack
It welds, is used for the construction when pier stud is rectangular.
Preferably, each girder is I-beam, each I-beam and several corresponding described jack
It welds, is used for the construction when pier stud is round.
Preferably, the end of two girders is welded with two spreader beams.
Preferably, the end of two girders is bolted with two spreader beams.
Preferably, it is equipped with protection network on two girders and two spreader beams.
In conclusion by adopting the above-described technical solution, the utility model has the beneficial effects that：
With a kind of bridge pier binder Coping Construction platform described in the utility model, scaffold need not be built by ground, directly
It is connected on the pier stud and sets up binder Coping Construction platform, convenient and efficient, short time limit, consumptive material is few, at low cost, is formed with the pier stud
One, stability is good, can be by the jack up and down adjustment construction platform operation height, and flexibility is high, the construction platform structure
Simply, easy to use, it works well.
Description of the drawings
Fig. 1 is the structural schematic diagram of bridge pier binder Coping Construction platform described in the utility model.
It is marked in figure：1- pier studs, 2- load bearing components, 3- support members, 4- jack, 5- girders, 6- spreader beams.
Specific implementation mode
Below in conjunction with the accompanying drawings, the utility model is described in detail.
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only explaining this
Utility model is not used to limit the utility model.
Embodiment
As shown in Figure 1, a kind of bridge pier binder Coping Construction platform described in the utility model, set on each pier stud 1 of bridge pier
There are at least two preformed holes.
All preformed holes are located in the same horizontal plane, and load bearing component 2, Mei Gesuo is provided in each preformed hole
1 side wall of the pier stud is stretched out at the both ends for stating load bearing component 2,2 top of all load bearing components of each 1 both sides of the pier stud
A support member 3 is connected simultaneously, several are all connected in two support members 3 of each 1 both sides of the pier stud
Jack 4, two support members 3 are correspondingly arranged on girder 5 respectively, two girders 5 be connected to it is corresponding several
4 end of the jack passes through two spreader beams 6 between the end of two girders 5 and connects respectively.
Wherein, all spreader beams 6 are for being arranged binder Coping Construction template.
As a preferred embodiment of the present embodiment, each preformed hole is circle, and each load bearing component 2 is
Diameter for rod iron, each rod iron is adapted to the corresponding preformed hole internal diameter, and pvc pipe is equipped in each preformed hole,
Each rod iron passes through the corresponding pvc pipe, each rod iron to be equipped with reinforcing rib, deformed after preventing its stress
Greatly.Each support member 3 is channel steel, and each channel steel is welded in corresponding all load bearing components 2.Each institute
It is screw jack to state jack 4, and each support member 3 is welded with several corresponding described jack 4.Each
The girder 5 is Bailey beam, and each Bailey beam is welded with several corresponding described jack 4, is used for the pier
Construction when column 1 is rectangular.It is welded with two spreader beams 6 end of two girders 5.Two girders 5 and two points
It is equipped with protection network on cloth beam 6.
With a kind of bridge pier binder Coping Construction platform described in the utility model, scaffold need not be built by ground, directly
It is connected on the pier stud 1 and sets up binder Coping Construction platform, convenient and efficient, short time limit, consumptive material is few, at low cost, with 1 shape of the pier stud
Integrally, stability is good, can be by 4 up and down adjustment of the jack construction platform operation height, and flexibility is high, the construction platform knot
Structure is simple, easy to use, works well.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
All any modification, equivalent and improvement etc., should be included in the utility model made by within the spirit and principle of utility model
Protection domain within.
Claims (10)
1. a kind of bridge pier binder Coping Construction platform, which is characterized in that it is reserved that each pier stud (1) of bridge pier is equipped at least two
Hole, all preformed holes are located in the same horizontal plane, and load bearing component (2) is provided in each preformed hole, each described
The pier stud (1) side wall is stretched out at the both ends of load bearing component (2), all load bearing components of each pier stud (1) both sides
(2) top connects a support member (3) simultaneously, is located on two support members (3) of each pier stud (1) both sides
Several jack (4) are all connected with, two support members (3) are correspondingly arranged on girder (5), two girders respectively
(5) several corresponding described jack (4) ends are connected to, pass through two respectively between the end of two girders (5)
Spreader beam (6) connects.
2. bridge pier binder Coping Construction platform according to claim 1, which is characterized in that each preformed hole is circle
Shape, each load bearing component (2) is rod iron, and the diameter of each rod iron is adapted to the corresponding preformed hole internal diameter.
3. bridge pier binder Coping Construction platform according to claim 2, which is characterized in that be equipped in each preformed hole
Pvc pipe, each rod iron pass through the corresponding pvc pipe.
4. bridge pier binder Coping Construction platform according to claim 2, which is characterized in that each rod iron is equipped with reinforcement
Muscle.
5. bridge pier binder Coping Construction platform according to claim 1, which is characterized in that each support member (3) is equal
For channel steel, each channel steel is welded in corresponding all load bearing components (2).
6. bridge pier binder Coping Construction platform according to claim 1, which is characterized in that each the jack (4) is
Screw jack, each support member (3) are welded with several corresponding described jack (4).
7. bridge pier binder Coping Construction platform according to claim 1, which is characterized in that each girder (5) is shellfish
Lei Liang, each Bailey beam are welded with several corresponding described jack (4).
8. bridge pier binder Coping Construction platform according to claim 1, which is characterized in that each girder (5) is work
Word beam, each I-beam are welded with several corresponding described jack (4).
9. bridge pier binder Coping Construction platform according to claim 1, which is characterized in that the end of two girders (5)
It is welded with two spreader beams (6).
10. according to claim 1-9 any one of them bridge pier binder Coping Construction platforms, which is characterized in that two girders
(5) and it is equipped with protection network on two spreader beams (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721685048.6U CN207633222U (en) | 2017-12-06 | 2017-12-06 | Bridge pier binder Coping Construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721685048.6U CN207633222U (en) | 2017-12-06 | 2017-12-06 | Bridge pier binder Coping Construction platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207633222U true CN207633222U (en) | 2018-07-20 |
Family
ID=62855981
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721685048.6U Active CN207633222U (en) | 2017-12-06 | 2017-12-06 | Bridge pier binder Coping Construction platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207633222U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594477A (en) * | 2018-12-06 | 2019-04-09 | 中国建筑第四工程局有限公司 | A kind of big bent cap strutting system construction technology of only pier |
| CN110700105A (en) * | 2019-10-21 | 2020-01-17 | 中交一公局第七工程有限公司 | Synchronous construction method for high pier column and tie beam and template used in same |
| CN111021252A (en) * | 2019-12-13 | 2020-04-17 | 湖北省路桥集团有限公司 | Construction method of bent cap core rod penetrating hanging rack formwork supporting system |
| 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 |
| CN111676821A (en) * | 2020-06-09 | 2020-09-18 | 中铁北京工程局集团北京有限公司 | Bent cap supports insurance system |
| CN112112073A (en) * | 2020-05-28 | 2020-12-22 | 广州工程总承包集团有限公司 | Piercing steel bar type supporting system and mounting method |
| CN112627037A (en) * | 2020-12-17 | 2021-04-09 | 中国二十冶集团有限公司 | Bridge pier capping beam template cantilever support and construction method thereof |
| CN112813831A (en) * | 2020-12-28 | 2021-05-18 | 中铁隧道集团一处有限公司 | Limiting and overturning preventing device for supporting system of bridge aerial work platform and construction method |
| CN113202026A (en) * | 2021-04-01 | 2021-08-03 | 中铁六局集团有限公司 | Construction method for tie beam between pier columns |
| CN113526322A (en) * | 2021-07-01 | 2021-10-22 | 中交四公局第一工程有限公司 | Top tied beam construction hanging bracket constructed after reconstruction and extension project of bridge under construction and construction method |
-
2017
- 2017-12-06 CN CN201721685048.6U patent/CN207633222U/en active Active
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594477A (en) * | 2018-12-06 | 2019-04-09 | 中国建筑第四工程局有限公司 | A kind of big bent cap strutting system construction technology of only pier |
| CN110700105A (en) * | 2019-10-21 | 2020-01-17 | 中交一公局第七工程有限公司 | Synchronous construction method for high pier column and tie beam and template used in same |
| CN111021252A (en) * | 2019-12-13 | 2020-04-17 | 湖北省路桥集团有限公司 | Construction method of bent cap core rod penetrating hanging rack formwork supporting system |
| 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 |
| CN112112073A (en) * | 2020-05-28 | 2020-12-22 | 广州工程总承包集团有限公司 | Piercing steel bar type supporting system and mounting method |
| CN111676821A (en) * | 2020-06-09 | 2020-09-18 | 中铁北京工程局集团北京有限公司 | Bent cap supports insurance system |
| CN112627037A (en) * | 2020-12-17 | 2021-04-09 | 中国二十冶集团有限公司 | Bridge pier capping beam template cantilever support and construction method thereof |
| CN112813831A (en) * | 2020-12-28 | 2021-05-18 | 中铁隧道集团一处有限公司 | Limiting and overturning preventing device for supporting system of bridge aerial work platform and construction method |
| CN113202026A (en) * | 2021-04-01 | 2021-08-03 | 中铁六局集团有限公司 | Construction method for tie beam between pier columns |
| CN113526322A (en) * | 2021-07-01 | 2021-10-22 | 中交四公局第一工程有限公司 | Top tied beam construction hanging bracket constructed after reconstruction and extension project of bridge under construction and construction method |
| CN113526322B (en) * | 2021-07-01 | 2024-06-11 | 中交第四公路工程局有限公司 | Roof beam construction hanger and construction method for construction after bridge reconstruction and expansion engineering |
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