CN203530848U - Supporting support for bridge beam capping beam formwork - Google Patents
Supporting support for bridge beam capping beam formwork Download PDFInfo
- Publication number
- CN203530848U CN203530848U CN201320589518.4U CN201320589518U CN203530848U CN 203530848 U CN203530848 U CN 203530848U CN 201320589518 U CN201320589518 U CN 201320589518U CN 203530848 U CN203530848 U CN 203530848U
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- box
- shaped
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- binder
- supporting bracket
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Abstract
The utility model provides a supporting support for a bridge beam capping beam formwork and belongs to an auxiliary device for bridge beam construction. The supporting support is characterized by being mainly composed of top longitudinal beams, upper cross beams, jacks, box type transverse frames and box type longitudinal frames. The upper surface of a straining beam is evenly provided with the box type longitudinal frames at intervals, wherein the box type longitudinal frames are vertically overlaid. The front box type transverse frames and the rear box type transverse frames are symmetrically arranged on the box type longitudinal frames at intervals. The left sections and the right sections of the front box type transverse frames and the left sections and the right sections of the rear box type transverse frames are symmetrically provided with the jacks. The left jacks and the right jacks are provided with the upper cross arms. The front upper cross arms and the rear upper cross arms are symmetrically provided with the top longitudinal beams at intervals in the front and back direction. The top longitudinal beams are provided with capping beam formworks. The installation is convenient, the cost is low, and the work efficiency is high.
Description
Technical field
The utility model belongs to bridge construction servicing unit, especially relates to a kind of bridge formwork
Supporting bracket.
Background technology
In the construction of bridge pier bent cap, the bottom of bent cap is pile-column bridge pier, and the binder of bent cap below can be used as the platform of stent support, the support of on-the-spot capping beam template, conventionally take binder as platform, adopt steel tube fastener cribbing, and conventionally use traditionally full hall steel tube fastener cribbing, use a full hall steel tube fastener cribbing to have a lot of shortcomings: 1, steel pipe, fastener demand are large; 2, the resistance to overturning of support is poor; What 3, support installed is long in time limit; 4, constructor is many, construction cost is high.
Summary of the invention
The purpose of this utility model is the supporting bracket that proposes a kind of bridge coping template, not only rational in infrastructure, safe and reliable, and set up quick, carrying capacity is large, improve the reliability of supporting bracket, reduce operating personnel's labour intensity and construction cost, increase work efficiency.
The purpose of this utility model is achieved like this: a kind of bridge coping template
Support support (supporting bracket that is called for short template), comprise the binder as support platform, this binder is positioned at the below of bent cap, it is characterized in that: the supporting bracket of this bridge coping template is mainly by top longeron, top rail, jack, the vertical frame of box-shaped crossbearer and box-shaped forms, each group is set from left to right on the upper surface of binder uniformly at intervals and is all the vertical frame of box-shaped sagittal and that superpose up and down between two, and take on the upper surface of binder, arrange uniformly at intervals three groups be all sagittal and between two up and down the vertical frame of the box-shaped of stack as good, on the vertical frame of each group box-shaped symmetrical compartment of terrain arrange be all left and right to front and back box-shaped crossbearer, and this box-shaped is indulged frame, the number of plies of the stack in length and breadth of box-shaped crossbearer is by the template of bent cap and the corresponding setting of distance between binder upper surface, this box-shaped is indulged frame, box-shaped crossbearer is the during welding for steel structure framework of cuboid, a left side for box-shaped crossbearer after before this, jack is set respectively on right section symmetrically, on the piston masthead of the left and right jack on each same box-shaped crossbearer, top rail is set respectively, this top rail can be made with i iron, on top rail, interval arranges symmetrically and is all sagittal top longeron from left to right before and after this, this top longeron can be made with the downward channel-section steel of notch, on this top longeron, capping beam template is set, utilize the levelness of the fine setting Properties Control capping beam template of jack.
During use, the supporting bracket of this template is easy for installation, and when the concrete of bent cap reaches strength of mould stripping, form removal is also very convenient, only need first jack to be removed, before and after making, top rail (being i iron) drops on box-shaped crossbearer, then stripping, extracts each top longeron (being each channel-section steel) out, and then removes successively the vertical frame of top rail (i iron) and box-shaped, box-shaped crossbearer, support resistance to overturning is reliable, removes also very convenient.
The supporting bracket of the bridge coping template that the utility model proposes, not only rational in infrastructure, safe and reliable, and set up quick, carrying capacity is large, improve the reliability of supporting bracket, reduced operating personnel's labour intensity and construction cost, improved efficiency of construction.
The supporting bracket of the bridge coping template now in conjunction with the accompanying drawings and embodiments the utility model being proposed is described further.
Accompanying drawing explanation
Fig. 1 is that the master of the supporting bracket of the bridge coping template that proposes of the utility model while using looks schematic diagram.
1, bent cap 2, top rail 3, jack 4, box-shaped crossbearer 5, top longeron 6, binder 7, the vertical frame of box-shaped.
The specific embodiment
As can be seen from Figure 1: a kind of supporting bracket of bridge coping template (supporting bracket that is called for short template), comprise the binder 6 as support platform, this binder 6 is positioned at the below of bent cap 1, it is characterized in that: the supporting bracket of this bridge coping template is mainly by top longeron 5, top rail 2, jack 3, the vertical frame 7 of box-shaped crossbearer 4 and box-shaped forms, each group is set from left to right on the upper surface of binder 6 uniformly at intervals and is all the vertical frame 7 of box-shaped sagittal and that superpose up and down between two, and take on the upper surface of binder 6, arrange uniformly at intervals three groups be all sagittal and between two up and down the vertical frame 7 of the box-shaped of stack as good, on the vertical frame 7 of each group box-shaped symmetrical compartment of terrain arrange be all left and right to front and back box-shaped crossbearer, and this box-shaped is indulged frame 7, the number of plies of the stack in length and breadth of box-shaped crossbearer 4 is by the corresponding setting of distance between the template of bent cap 1 and binder 6 upper surfaces, this box-shaped is indulged frame 7, box-shaped crossbearer 4 is the during welding for steel structure framework of cuboid, a left side for box-shaped crossbearer after before this, jack 3 is set respectively on right section symmetrically, on the piston masthead of the left and right jack on each same box-shaped crossbearer 4, top rail 2 is set respectively, this top rail 2 can be made with i iron, on top rail 2, interval arranges symmetrically and is all sagittal top longeron 5 from left to right before and after this, this top longeron 5 can be made with the downward channel-section steel of notch, the template of bent cap 1 is set on this top longeron 5, utilize the levelness of the fine setting Properties Control capping beam template of jack 3.
During use, the supporting bracket of this template is easy for installation, and when the concrete of bent cap 1 reaches strength of mould stripping, form removal is also very convenient, only need first jack 3 to be removed, before and after making, top rail (being i iron) drops on box-shaped crossbearer 4, then stripping, extracting each top longeron 5(out is each channel-section steel), and then remove successively top rail 2(i iron) and the vertical frame 7 of box-shaped, box-shaped crossbearer 4, the supporting bracket resistance to overturning of this template is reliable, removes also very convenient.
Claims (4)
1. the supporting bracket of a bridge coping template, comprise the binder (6) as support platform, this binder (6) is positioned at the below of bent cap (1), it is characterized in that: the supporting bracket of this bridge coping template is mainly by top longeron (5), top rail (2), jack (3), the vertical frame (7) of box-shaped crossbearer (4) and box-shaped forms, each group is set from left to right on the upper surface of binder (6) uniformly at intervals and is all the vertical frame (7) of box-shaped sagittal and that superpose up and down between two, in the upper symmetrical compartment of terrain of the vertical frame (7) of each group box-shaped, arrange be all left and right to front and back box-shaped crossbearer, and this box-shaped is indulged frame (7), the number of plies of the stack in length and breadth of box-shaped crossbearer (4) is by the corresponding setting of distance between the template of bent cap (1) and binder (6) upper surface, this box-shaped is indulged frame (7), box-shaped crossbearer (4) is the during welding for steel structure framework of cuboid, a left side for box-shaped crossbearer after before this, jack (3) is set respectively on right section symmetrically, on the piston masthead of the left and right jack on each same box-shaped crossbearer (4), top rail (2) is set respectively, on top rail, interval arranges symmetrically and is all sagittal top longeron (5) from left to right before and after this, the template of bent cap (1) is set on this top longeron (5).
2. the supporting bracket of bridge coping template according to claim 1, is characterized in that arranging uniformly at intervals on the upper surface of binder (6) three groups and is all the vertical frame (7) of box-shaped sagittal and that superpose up and down between two.
3. the supporting bracket of bridge coping template according to claim 1, is characterized in that this top rail (2) makes with I-shaped steel.
4. the supporting bracket of bridge coping template according to claim 1, is characterized in that this top longeron (5) makes with the downward channel-section steel of notch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320589518.4U CN203530848U (en) | 2013-09-24 | 2013-09-24 | Supporting support for bridge beam capping beam formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320589518.4U CN203530848U (en) | 2013-09-24 | 2013-09-24 | Supporting support for bridge beam capping beam formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203530848U true CN203530848U (en) | 2014-04-09 |
Family
ID=50417073
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320589518.4U Expired - Lifetime CN203530848U (en) | 2013-09-24 | 2013-09-24 | Supporting support for bridge beam capping beam formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203530848U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149582A (en) * | 2018-01-19 | 2018-06-12 | 中国建筑第八工程局有限公司 | For installing the support equipment of large-scale component and its method for supporting |
| CN111395183A (en) * | 2020-03-31 | 2020-07-10 | 云南工程建设总承包股份有限公司 | System and method for electric bridge type scaffold platform for double-column pier construction |
| 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 |
| CN114045759A (en) * | 2021-11-16 | 2022-02-15 | 广西路桥工程集团有限公司 | Method for erecting cover beam dismantling platform of old bridge in water |
-
2013
- 2013-09-24 CN CN201320589518.4U patent/CN203530848U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149582A (en) * | 2018-01-19 | 2018-06-12 | 中国建筑第八工程局有限公司 | For installing the support equipment of large-scale component and its method for supporting |
| CN111395183A (en) * | 2020-03-31 | 2020-07-10 | 云南工程建设总承包股份有限公司 | System and method for electric bridge type scaffold platform for double-column pier construction |
| 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 |
| CN114045759A (en) * | 2021-11-16 | 2022-02-15 | 广西路桥工程集团有限公司 | Method for erecting cover beam dismantling platform of old bridge in water |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140409 |
|
| CX01 | Expiry of patent term |