CN204780629U - Bridge pier shaft cross slab template - Google Patents
Bridge pier shaft cross slab template Download PDFInfo
- Publication number
- CN204780629U CN204780629U CN201520500051.0U CN201520500051U CN204780629U CN 204780629 U CN204780629 U CN 204780629U CN 201520500051 U CN201520500051 U CN 201520500051U CN 204780629 U CN204780629 U CN 204780629U
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- CN
- China
- Prior art keywords
- template
- chamfer
- regulating block
- pier shaft
- chamfering
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- Expired - Fee Related
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Abstract
The utility model provides a bridge pier shaft cross slab template, includes chamfer template, bottom plate template, people hole side form, and the chamfer template divide into forward chamfer template and side direction chamfer template, is equipped with people hole side form between the upper and lower chamfer of chamfer template, and both ends are equipped with the bottom plate template about the chamfer template. Be equipped with forward chamfer regulating block in the forward chamfer template, be equipped with the bottom plate regulating block in the bottom plate template. Forward chamfer regulating block is zigzag shaped, is equipped with cross rib board, first vertical floor and a flange on the forward chamfer regulating block, is equipped with first connecting hole on the flange. Through adopting above -mentioned structure, can be applicable to gradual change high pier shaft construction, can adjust according to on -the -spot actual conditions, the convenience is demolishd in this novel installation to can used repeatedly, practiced thrift construction cost, this novel and main mound pier shaft once founds the mould and pours, guarantees that the shaping is pour with this to chamfer intercommunication bottom plate concrete all around, can promote the efficiency of construction greatly.
Description
Technical field
The utility model relates to a kind of concrete construction steel form, and particularly a kind of bridge pier shaft can the diaphragm template of flexible modulation.
Background technology
In the construction of bridge Hollow High Pier with Thin Wall, often can diaphragm be set, to strengthen high pier shaft globality, prevents strut buckling.In construction, when diaphragm chamfering and base arrangement construction, the provisional wooden form of general employing or repacking steel form scene processing formwork erection, this method is due to template processed complex, reinforce difficulty, therefore the formwork erection time is long, and efficiency of construction is low, and construction speed is slow, use can not be had enough to meet the need, and after concreting, concrete presentation quality is also difficult to ensure, form removable is inconvenient.
Summary of the invention
The purpose of this utility model provides a kind of bridge pier shaft diaphragm template, is applicable to all kinds of diaphragm in gradual change height pier construction, can convenient, fast installation and dismounting, and can have enough to meet the need use, cost-saving, ensures that concrete structure meets designing requirement.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: a kind of bridge pier shaft diaphragm template, comprise chamfering formwork, base plate template, people hole side form, chamfering formwork is divided into forward chamfering formwork and side direction chamfering formwork, chamfering formwork be provided with people hole side form up and down between chamfering, the upper and lower two ends of chamfering formwork are provided with base plate template.
In preferred scheme, described forward chamfering formwork is provided with forward chamfering regulating block, and base plate template is provided with base plate regulating block.
In preferred scheme, described forward chamfering regulating block is fold-line-shaped, and forward chamfering regulating block is provided with cross rib plate, the first vertical floor and the first adpting flange, and the first adpting flange is provided with the first connecting hole.
In preferred scheme, the described first vertical floor is 8# channel-section steel, and horizontal ribbed is 6mm steel plate, and the first adpting flange is 8mm steel plate.
In preferred scheme, described base plate regulating block is provided with cross rib plate, the second vertical floor and the second adpting flange, and the second adpting flange is provided with the second connecting hole.
In preferred scheme, described cross rib plate, the second vertical floor are 6mm steel plate.
In preferred scheme, the second described adpting flange is divided into transverse flange and vertical flange, and transverse flange adopts ∠ 80 angle steel to make, and vertical flange adopts 6mm steel plate to make.
A kind of bridge pier shaft diaphragm template that the utility model provides, by adopting said structure, can be applicable to, in gradual change height pier construction, can regulate according to on-site actual situations; This novel assembling and disassembling is convenient, and can reuse, and has saved construction cost; This novel and main pier pier shaft formwork erection is built, and ensures that surrounding chamfering is communicated with underplate concrete and builds with this shaping, can lifting construction efficiency greatly.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail:
Fig. 1 is positive facade structural representation of the present utility model.
Fig. 2 is A-A cross section structure schematic diagram in Fig. 1 of the present utility model.
Fig. 3 is B-B cross section structure schematic diagram in Fig. 2 of the present utility model.
Fig. 4 is the positive facade structural representation of forward chamfering regulating block of the present utility model.
Fig. 5 is forward chamfering regulating block side-looking structural representation of the present utility model.
Fig. 6 is the positive facade structural representation of base plate regulating block of the present utility model.
Fig. 7 is base plate regulating block side-looking structural representation of the present utility model.
In figure: chamfering formwork 1, base plate template 2, people hole side form 3, forward chamfering formwork 4, side direction chamfering formwork 5, forward chamfering regulating block 6, base plate regulating block 7, first vertical floor 601, the vertical floor 701 of first connecting hole 602, first adpting flange 603, second, second connecting hole 702, second adpting flange 703.
Detailed description of the invention
As in figure, a kind of bridge pier shaft diaphragm template, comprise chamfering formwork 1, base plate template 2, people hole side form 3, it is characterized in that: chamfering formwork 1 is divided into forward chamfering formwork 4 and side direction chamfering formwork 5, chamfering formwork 1 be provided with people hole side form 3 up and down between chamfering, chamfering formwork about 1 two ends are provided with base plate template 2.
In preferred scheme, described forward chamfering formwork 4 is provided with forward chamfering regulating block 6, and base plate template 2 is provided with base plate regulating block 7.
In preferred scheme, described forward chamfering regulating block 6 is fold-line-shaped, and forward chamfering regulating block 6 is provided with cross rib plate, the first vertical floor 601 and the first adpting flange 603, first adpting flange 603 and is provided with the first connecting hole 602.
In preferred scheme, the described first vertical floor 601 is 8# channel-section steel, and horizontal ribbed is 6mm steel plate, and the first adpting flange 602 is 8mm steel plate.
In preferred scheme, described base plate regulating block 7 is provided with cross rib plate, the second vertical floor 701 and the second adpting flange 703, second adpting flange 703 and is provided with the second connecting hole 702.
In preferred scheme, described cross rib plate, the second vertical floor 701 are 6mm steel plate.
In preferred scheme, the second described adpting flange 703 is divided into transverse flange and vertical flange, and transverse flange adopts ∠ 80 angle steel to make, and vertical flange adopts 6mm steel plate to make.
A kind of bridge pier shaft diaphragm template that the utility model provides, by adopting said structure, can regulate template, enabling template be applicable in gradual change height pier construction, Fast Installation can remove simultaneously, can reuse, save cost.And originally novel and main pier pier shaft formwork erection is built, ensure that surrounding chamfering is shaping together with underplate concrete one-time-concreting, rapidly and efficiently can complete all kinds of diaphragm and build.
Claims (7)
1. a bridge pier shaft diaphragm template, comprise chamfering formwork (1), base plate template (2), people hole side form (3), it is characterized in that: chamfering formwork (1) is divided into forward chamfering formwork (4) and side direction chamfering formwork (5), chamfering formwork (1) be provided with people hole side form (3) up and down between chamfering, chamfering formwork (1) up and down two ends is provided with base plate template (2).
2. a kind of bridge pier shaft diaphragm template according to claim 1, is characterized in that: described forward chamfering formwork (4) is provided with forward chamfering regulating block (6), and base plate template (2) is provided with base plate regulating block (7).
3. a kind of bridge pier shaft diaphragm template according to claim 2, it is characterized in that: described forward chamfering regulating block (6) is fold-line-shaped, forward chamfering regulating block (6) is provided with cross rib plate, the first vertical floor (601) and the first adpting flange (603), and the first adpting flange (603) is provided with the first connecting hole (602).
4. a kind of bridge pier shaft diaphragm template according to claim 3, is characterized in that: the described first vertical floor (601) is 8# channel-section steel, and horizontal ribbed is 6mm steel plate, and the first adpting flange (602) is 8mm steel plate.
5. a kind of bridge pier shaft diaphragm template according to claim 2, it is characterized in that: described base plate regulating block (7) is provided with cross rib plate, the second vertical floor (701) and the second adpting flange (703), and the second adpting flange (703) is provided with the second connecting hole (702).
6. a kind of bridge pier shaft diaphragm template according to claim 5, is characterized in that: described cross rib plate, the second vertical floor (701) are 6mm steel plate.
7. a kind of bridge pier shaft diaphragm template according to claim 5, is characterized in that: described the second adpting flange (703) is divided into transverse flange and vertical flange, and transverse flange adopts ∠ 80 angle steel to make, and vertical flange adopts 6mm steel plate to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520500051.0U CN204780629U (en) | 2015-07-13 | 2015-07-13 | Bridge pier shaft cross slab template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520500051.0U CN204780629U (en) | 2015-07-13 | 2015-07-13 | Bridge pier shaft cross slab template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204780629U true CN204780629U (en) | 2015-11-18 |
Family
ID=54520714
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520500051.0U Expired - Fee Related CN204780629U (en) | 2015-07-13 | 2015-07-13 | Bridge pier shaft cross slab template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204780629U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113123243A (en) * | 2021-04-16 | 2021-07-16 | 长江勘测规划设计研究有限责任公司 | Construction method for conveniently installing hollow pier diaphragm plate device |
-
2015
- 2015-07-13 CN CN201520500051.0U patent/CN204780629U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113123243A (en) * | 2021-04-16 | 2021-07-16 | 长江勘测规划设计研究有限责任公司 | Construction method for conveniently installing hollow pier diaphragm plate device |
| CN113123243B (en) * | 2021-04-16 | 2022-05-31 | 长江勘测规划设计研究有限责任公司 | Construction method for conveniently installing hollow pier diaphragm plate device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180102 Address after: 830049 No. 918 Xinhua South Road, the Xinjiang Uygur Autonomous Region, Urumqi Patentee after: Gezhouba Xinjiang Engineering Co.,Ltd. Address before: 443002 Hubei province Yichang City Road No. 1 Patentee before: CHINA GEZHOUBA GROUP Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151118 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |