CN201614551U - Prefabricated small box girder cross slope adjusting side mould - Google Patents
Prefabricated small box girder cross slope adjusting side mould Download PDFInfo
- Publication number
- CN201614551U CN201614551U CN2010201123665U CN201020112366U CN201614551U CN 201614551 U CN201614551 U CN 201614551U CN 2010201123665 U CN2010201123665 U CN 2010201123665U CN 201020112366 U CN201020112366 U CN 201020112366U CN 201614551 U CN201614551 U CN 201614551U
- Authority
- CN
- China
- Prior art keywords
- horizontal wall
- small box
- box girder
- cross slope
- wall inscription
- 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
Links
Abstract
The utility model discloses a prefabricated small box girder cross slope adjusting side mould which comprises a truss. A side template is fixedly arranged on the truss; a cross mould adjusting arm is connected with the top of the side template; and an adjusting device is arranged at the bottom of the cross mould adjusting arm. The prefabricated small box girder cross slope adjusting mould has a simple structure, can be used for fabricating small box girders with different slopes, solves the problem of small box girder cross slope caused by deck cross slope, and greatly saves the cost input of a construction side.
Description
Technical field
The utility model discloses a kind of Small Precast Box beam horizontal wall inscription and regulate side form.
Background technology
At present, can cause that in the place of route bendings such as mountain area bend the little case beam of bridge prefabrication horizontal wall inscription changes.Original construction generally changes processing according to deck transverse slope and overpays side form, makes the little case beam of different horizontal wall inscriptions or adjusts these two kinds of schemes of deck transverse slope again by standard beam slab making bridge floor by side form., because of side form processing quantity increases, strengthened the input of construction party cost, reduced the utilization rate of side template by first kind of scheme construction; Though solved the problem of template utilization rate by the construction of second kind of scheme, caused after beam slab is installed that the deck paving layer thickness increases, when the bridge route is longer, the concrete recruitment is bigger, cost obviously rises, and the wet seam of beam slab is built face and the out-of-flatness of beam face in addition, causes that presentation quality is relatively poor.
The utility model content
For addressing the above problem, the purpose of this utility model is to provide a kind of Small Precast Box beam horizontal wall inscription to regulate side form, and it is simple in structure, can make the little case beam of different horizontal wall inscriptions, solved the little case beam horizontal wall inscription problem that deck transverse slope causes, the cost input of having saved construction party greatly.
The technical scheme that its technical problem that will solve the utility model adopts is:
A kind of Small Precast Box beam horizontal wall inscription is regulated side form, comprises truss, is installed with side template on truss, is connected with the horizontal wall inscription regulating arm at the top of side template, is provided with adjusting device in the bottom of horizontal wall inscription regulating arm.
Of the present utility modelly further be set to: described adjusting device is made up of screw rod and nut, and wherein screw rod is installed in horizontal wall inscription regulating arm bottom, and nut sleeve is connected on the screw rod.
After adopting said structure, the utility model adjusting device can be regulated the height of horizontal wall inscription regulating arm, and then can make the little case beam of different horizontal wall inscriptions, has solved the little case beam horizontal wall inscription problem that deck transverse slope causes, the cost input of having saved construction party greatly.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the utility model user mode figure.
The specific embodiment
As shown in Figure 1, a kind of Small Precast Box beam horizontal wall inscription is regulated side form, comprises truss 1, is installed with side template 2 on truss 1, is connected with horizontal wall inscription regulating arm 3 at the top of side template 2, is provided with adjusting device 4 in the bottom of horizontal wall inscription regulating arm 3.Described adjusting device 4 is made up of screw rod 41 and nut 42, and wherein screw rod 41 is installed in horizontal wall inscription regulating arm 3 bottoms, and nut 42 is socketed on the screw rod 41.
When utility model is used, with reference to Fig. 2, install earlier two groups on the ground and regulate side form, two groups of adjusting side forms cooperate with core can pour into a mould little case beam 5.Generally before the little case beam 5 of cast, can measure the horizontal wall inscription height of little case beam according to deck transverse slope, thereby in advance by adjusting device 4 be the workman by spanner swivel nut 42 on screw rod 41, force horizontal wall inscription regulating arm 3 to move up or down, thereby produce little case beam up to specification.
The foregoing description only is used to the inventive concept of the present utility model of explaining, but not to the qualification of the utility model rights protection, allly utilizes this design that the utility model is carried out the change of unsubstantiality, all should fall into protection domain of the present utility model.
Claims (2)
1. a Small Precast Box beam horizontal wall inscription is regulated side form, comprise truss (1), it is characterized in that: on truss (1), be installed with side template (2), be connected with horizontal wall inscription regulating arm (3), be provided with adjusting device (4) in the bottom of horizontal wall inscription regulating arm (3) at the top of side template (2).
2. Small Precast Box beam horizontal wall inscription according to claim 1 is regulated side form, it is characterized in that: described adjusting device (4) is made up of screw rod (41) and nut (42), wherein screw rod (41) is installed in horizontal wall inscription regulating arm (3) bottom, and nut (42) is socketed on the screw rod (41).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201123665U CN201614551U (en) | 2010-02-05 | 2010-02-05 | Prefabricated small box girder cross slope adjusting side mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201123665U CN201614551U (en) | 2010-02-05 | 2010-02-05 | Prefabricated small box girder cross slope adjusting side mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201614551U true CN201614551U (en) | 2010-10-27 |
Family
ID=43000922
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201123665U Expired - Fee Related CN201614551U (en) | 2010-02-05 | 2010-02-05 | Prefabricated small box girder cross slope adjusting side mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201614551U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102744774A (en) * | 2012-06-29 | 2012-10-24 | 浙江工业大学 | Prefabricated small box girder adjustable template for curved bridge |
| CN102909778A (en) * | 2012-11-06 | 2013-02-06 | 天津二十冶建设有限公司 | Mountainous bridge body template |
| CN108638324A (en) * | 2018-05-28 | 2018-10-12 | 中交路桥北方工程有限公司 | A kind of construction method of prefabricated case beam |
| CN111576232A (en) * | 2020-05-29 | 2020-08-25 | 四川路航建设工程有限责任公司 | Linear control construction method for precast beam top plate |
-
2010
- 2010-02-05 CN CN2010201123665U patent/CN201614551U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102744774A (en) * | 2012-06-29 | 2012-10-24 | 浙江工业大学 | Prefabricated small box girder adjustable template for curved bridge |
| CN102744774B (en) * | 2012-06-29 | 2014-12-03 | 浙江工业大学 | Prefabricated small box girder adjustable template for curved bridge |
| CN102909778A (en) * | 2012-11-06 | 2013-02-06 | 天津二十冶建设有限公司 | Mountainous bridge body template |
| CN108638324A (en) * | 2018-05-28 | 2018-10-12 | 中交路桥北方工程有限公司 | A kind of construction method of prefabricated case beam |
| CN111576232A (en) * | 2020-05-29 | 2020-08-25 | 四川路航建设工程有限责任公司 | Linear control construction method for precast beam top plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20101027 Termination date: 20130205 |