CN216810947U - Pier stud connects high light modularization equipment template under confined space - Google Patents
Pier stud connects high light modularization equipment template under confined space Download PDFInfo
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- CN216810947U CN216810947U CN202123342468.3U CN202123342468U CN216810947U CN 216810947 U CN216810947 U CN 216810947U CN 202123342468 U CN202123342468 U CN 202123342468U CN 216810947 U CN216810947 U CN 216810947U
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- steel
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- confined space
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- side walls
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 74
- 239000010959 steel Substances 0.000 claims abstract description 74
- 238000009415 formwork Methods 0.000 abstract description 7
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 210000003205 muscle Anatomy 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a high-light modularized assembling template for connecting a pier stud in a limited space, which comprises four steel templates, wherein connecting plates are arranged on the side walls of the four steel templates, the four steel templates are connected through the connecting plates, each group of connecting plates is connected through a connecting bolt, a plurality of aligning pull rods are arranged between two opposite steel templates, a plurality of double-spliced channel steel is arranged on the outer side walls of the four steel templates, a plurality of opposite pull bolts are arranged on each double-spliced channel steel, the opposite pull bolts are matched with the aligning pull rods, two reserved hanging ribs are fixedly connected to the outer side walls of the four steel templates, and the reserved falling ribs are semicircular. The steel formwork is reasonable in structural design, convenient to install in a limited space, convenient to install and operate the steel formwork and simple to connect; the steel template, the channel steel, the opposite pull rod piece and the bolt can be further adopted, and the steel template, the channel steel, the opposite pull rod piece and the bolt are simple to manufacture, convenient to install and disassemble, recyclable, wide in applicability, safe and reliable.
Description
Technical Field
The utility model relates to the technical field of bridge construction, in particular to a high-light modular assembling template for connecting a lower pier column in a limited space.
Background
In the bridge jacking construction, after a bridge is jacked in place, the connection of a bridge lower part structure is carried out, when pier studs are connected, an old bridge box girder is arranged above an operation surface, jack support frames are arranged on two sides of the operation surface, the operation space is limited, the assembling space of the traditional wood template and steel template is insufficient, and a construction hoisting machine is difficult to hoist; therefore, the high-light modularized assembling formwork for the pier column connection in the limited space is designed to solve the problems, formwork assembling in the narrow space is achieved, construction efficiency is improved, and labor intensity is reduced.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the problems in the prior art and provides a high-light modular assembling template for connecting a lower pier column in a limited space.
In order to achieve the purpose, the utility model adopts the following technical scheme:
the utility model provides a pier stud connects high light modularization equipment template under confined space, includes four steel form, four the lateral wall of steel form all is equipped with the connecting plate, four all be connected through the connecting plate between the steel form, every group all be connected through connecting bolt between the connecting plate, all be equipped with a plurality of counterpoint pull rods between two relative steel form.
Preferably, four the lateral wall of steel form all is equipped with a plurality of double-pin channel-section steels, every all be equipped with a plurality of split bolts on the double-pin channel-section steel, mutually support between split bolt and the counterpoint pull rod.
Preferably, four the equal fixedly connected with of lateral wall of steel form hangs the muscle for two reservations, it is semi-circular to reserve the muscle of falling.
Preferably, the thickness of the steel form is ten millimeters, the steel form is bent by an arc chamfering machine, and the length and the height of the steel form are two thousand two hundred millimeters and one thousand five hundred millimeters respectively.
Preferably, the center distance between two adjacent connecting bolts is two hundred millimeters, and the distance between two adjacent alignment pull rods is five hundred millimeters.
Compared with the prior art, the utility model has the beneficial effects that:
1. reinforcing measures such as back ridges are reduced through the steel templates, installation in a limited space is facilitated, the steel templates are convenient to install and operate, and connection is simple.
2. The steel template, the channel steel, the opposite pull rod piece and the bolt are simple to manufacture, convenient to install and disassemble, recyclable, wide in applicability, safe and reliable.
In conclusion, the steel formwork is convenient to install in a limited space, the steel formwork is convenient to install and operate, and the connection is simple; the steel template, the channel steel, the opposite pull rod piece and the bolt can be further adopted, and the steel template, the channel steel, the opposite pull rod piece and the bolt are simple to manufacture, convenient to install and disassemble, recyclable, wide in applicability, safe and reliable.
Drawings
Fig. 1 is a schematic structural view of a high-light modular assembled formwork connected with a lower pier column in a limited space according to the utility model;
FIG. 2 is a schematic illustration of steel form attachment.
In the figure: 1 steel form, 2 counterpoint pull rods, 3 reserve and hang muscle, 4 double pin channel-section steels, 5 split bolts, 6 connecting bolts, 7 connecting plates.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
Referring to fig. 1-2, a high-light modular assembly template for connecting a lower pier stud in a limited space comprises four steel templates 1 made of general materials; the thickness of the steel templates 1 is ten millimeters, the steel templates 1 are bent by an arc chamfering machine tool, the length and the height of the steel templates 1 are respectively two thousand, two hundred millimeters and one thousand, five hundred millimeters, the side walls of the four steel templates 1 are respectively provided with a connecting plate 7, the four steel templates 1 are connected through the connecting plates 7, each group of connecting plates 7 are connected through connecting bolts 6, the central distance between every two adjacent connecting bolts 6 is two hundred millimeters, the distance between every two adjacent alignment pull rods 2 is five hundred millimeters, the outer side walls of the four steel templates 1 are respectively provided with a plurality of double-spliced channel steel 4, each double-spliced channel steel 4 is provided with a plurality of opposite pull bolts 5, mutually support between split bolt 5 and the counterpoint pull rod 2, adopt connecting bolt 6 to connect between every steel form 1, steel form 1 wholly adopts double pin channel-section steel 4, to split bolt 5 and counterpoint pull rod 2 and consolidate.
All be equipped with a plurality of counterpoint pull rods 2 between two relative steel form 1, two reservations of four equal fixedly connected with of lateral wall of steel form 1 hang muscle 3, reserve and hang muscle 3 and be semi-circular, and during the template hoist and mount, adopt electric block hoist and mount, the hoist is reserved through the welding in the 1 outside of steel form and is hung muscle 3 and connect, can solve the hoist and be difficult to the problem of hoist and mount.
The utility model can be illustrated by the following operating modes:
according to the utility model, after the bridge is jacked in place, the bridge lower part structure is connected to be high, when the template is hoisted, an electric hoist is adopted for hoisting, and the hoisting tool is connected through the reserved hoisting rib 3 welded on the outer side of the steel template 1, so that the problem that the hoisting tool is difficult to hoist can be solved; each steel template 1 is connected by a connecting bolt 6, and the whole steel template 1 is reinforced by double-spliced channel steel 4, a split bolt 5 and a contraposition pull rod 2; the installation in a limited space is convenient, the installation and the operation of the steel template are convenient, and the connection is simple; the steel template, the channel steel, the opposite pull rod piece and the bolt can be further adopted, and the steel template, the channel steel, the opposite pull rod piece and the bolt are simple to manufacture, convenient to install and disassemble, recyclable, wide in applicability, safe and reliable.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and equivalent alternatives or modifications according to the technical solution of the present invention and the inventive concept thereof should be covered by the scope of the present invention.
Claims (5)
1. The utility model provides a pier stud connects high light modularization equipment template under confined space, includes four steel form (1), its characterized in that, four the lateral wall of steel form (1) all is equipped with connecting plate (7), four all be connected through connecting plate (7) between steel form (1), every group all be connected through connecting bolt (6) between connecting plate (7), all be equipped with a plurality of pull rods (2) of counterpointing between two relative steel form (1).
2. The confined space lower pier column connection high-light modular assembly template according to claim 1, characterized in that a plurality of double-spliced channel steel (4) are arranged on the outer side walls of the four steel templates (1), a plurality of counter-pulling bolts (5) are arranged on each double-spliced channel steel (4), and the counter-pulling bolts (5) and the counter-pulling rods (2) are matched with each other.
3. The confined space lower pier column connection high-light modular assembly template according to claim 1, characterized in that two reserved hanging ribs (3) are fixedly connected to the outer side walls of the four steel templates (1), and the reserved hanging ribs (3) are semicircular.
4. The confined space lower pier column connection high-light modular assembly template according to claim 1, characterized in that the thickness of the steel template (1) is ten millimeters, the steel template (1) is bent by a circular arc chamfering machine tool, and the length and the height of the steel template (1) are two thousand two hundred millimeters and one thousand five hundred millimeters respectively.
5. The confined space lower pier column connection high-light modular assembly template according to claim 1, characterized in that the center distance between two adjacent connecting bolts (6) is two hundred millimeters, and the distance between two adjacent alignment pull rods (2) is five hundred millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123342468.3U CN216810947U (en) | 2021-12-28 | 2021-12-28 | Pier stud connects high light modularization equipment template under confined space |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123342468.3U CN216810947U (en) | 2021-12-28 | 2021-12-28 | Pier stud connects high light modularization equipment template under confined space |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216810947U true CN216810947U (en) | 2022-06-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123342468.3U Expired - Fee Related CN216810947U (en) | 2021-12-28 | 2021-12-28 | Pier stud connects high light modularization equipment template under confined space |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216810947U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117552626A (en) * | 2023-11-24 | 2024-02-13 | 华北冶建工程建设有限公司 | Adjustable frame column steel formwork structure |
-
2021
- 2021-12-28 CN CN202123342468.3U patent/CN216810947U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117552626A (en) * | 2023-11-24 | 2024-02-13 | 华北冶建工程建设有限公司 | Adjustable frame column steel formwork structure |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220624 |
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| CF01 | Termination of patent right due to non-payment of annual fee |