CN202466431U - Bridge specific model vase pier construction device - Google Patents
Bridge specific model vase pier construction device Download PDFInfo
- Publication number
- CN202466431U CN202466431U CN2012201129868U CN201220112986U CN202466431U CN 202466431 U CN202466431 U CN 202466431U CN 2012201129868 U CN2012201129868 U CN 2012201129868U CN 201220112986 U CN201220112986 U CN 201220112986U CN 202466431 U CN202466431 U CN 202466431U
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- Prior art keywords
- vase
- pier
- steel
- bridge
- pier construction
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- Expired - Fee Related
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Abstract
The utility model relates to a bridge specific model vase pier construction device, which belongs to the technical field of building construction. The device comprises vase pier model splicing templates; steel horizontal frames with H-shaped sections are longitudinally distributed and fixed at intervals on the periphery of the splicing template; and steel studs which are distributed in the horizontal direction at intervals are fixedly connected between adjacent horizontal frames. After the device is combined on a top surface of a constructed bearing platform, a rigid whole body with a pouring cavity is formed, and the distance from one side to the ground can be conveniently adjusted through a jack supported between the bearing platform and H-shaped steel of the horizontal frame at the bottom, so that the perpendicularity can be effectively adjusted and controlled.
Description
Technical field
The utility model relates to a kind of Bridge Pier Construction device, and the special moulding vase of especially a kind of bridge pier construction equipment belongs to technical field of building construction.
Background technology
Along with urban construction is fast-developing, the overhead road of city bridge system becomes the important way that makes up multilevel traffic.The vase pier of existing bridge beautiful design enjoys so that the lines flow smoothly to be gazed at.Though be applied to the demand attractive in appearance that viaduct can satisfy special moulding; But because the special building form of construction work of overhead road of city bridge system; Adopt the method for tradition typing punching block support to be difficult to guarantee perpendicularity deviation, therefore need innovate the construction equipment of this type of bridge pier.
Summary of the invention
The purpose of the utility model is: through architecture advances, propose a kind of special moulding vase of the bridge pier construction equipment that can effectively regulate and control verticality.
In order to reach above purpose; The special moulding vase of the bridge of the utility model pier construction equipment has vase pier moulding assembled formwork; Said assembled formwork periphery is intervally arranged up and down and is fixed with the steel horizontal pane that the cross section is a H shape, is fixed with horizontal direction steel stud spaced apart between the adjacent level frame.
Like this; The construction equipment of the utility model is after combination on ten thousand the cushion cap end face of constructing; Constitute one and have the rigid unitary of building the shape chamber; By the jack of top between cushion cap and bottom level frame H shape steel etc., can regulate the road clearance of one of which side easily, thereby effectively regulate and control its verticality.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further described.
Fig. 1 is the structural representation of an embodiment of the utility model.
The specific embodiment
Embodiment one
The special moulding vase of the bridge of present embodiment pier construction equipment basic structure shown in Fig. 1, be structured on the cushion cap 1 by around after assembled formwork 2 amalgamations, constitute the up big and down small vase pier moulding in cross section.Assembled formwork 2 peripheries are intervally arranged up and down and are fixed with the steel horizontal pane 3 that the cross section is a H shape.Be fixed with horizontal direction steel stud 4 spaced apart between the neighbouring horizontal pane, have the rigid unitary of building the shape chamber thereby make this device constitute one.For further agents enhance overall rigidity, also have drag-line 7 tensions of locking nut between the opposite side of horizontal pane 3 through two ends.The ascending changeover portion in corresponding vase pier cross section also is provided with between the neighbouring horizontal pane 3 with stud 4 is connected and is connected horizontal bar 9, plays the effect of further raising integral rigidity.Before the concreting; Can prop up the jack 4 between cushion cap end face and bottom level frame H shape steel by the top; And the cable wire 8 of tractive between top drag-line 7 terminations and bottom surface 6 anchor points; Finely tune the road clearance of vase pier moulding one side easily, (this gap can with the anti-spillage of stalloy filling) thus effectively regulate and control its verticality.
Facts have proved, adopt present embodiment device safety, efficient, cost economy, help to guarantee the construction quality of viaduct vase pier.Behind the casting complete, be easy to form removal, can not damage the smooth outer profile curve of vase pier.
Claims (3)
1. the special moulding vase of bridge pier construction equipment; Has vase pier moulding assembled formwork; It is characterized in that: said assembled formwork periphery is intervally arranged up and down and is fixed with the steel horizontal pane that the cross section is a H shape, is fixed with horizontal direction steel stud spaced apart between the adjacent level frame.
2. the special moulding vase of bridge according to claim 1 pier construction equipment is characterized in that: the cable pull that has locking nut between the opposite side of said horizontal pane through two ends.
3. the special moulding vase of bridge according to claim 2 pier construction equipment is characterized in that: the changeover portion in said vase pier cross section is provided with between the adjacent level frame with stud is connected and is connected horizontal bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201129868U CN202466431U (en) | 2012-03-22 | 2012-03-22 | Bridge specific model vase pier construction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201129868U CN202466431U (en) | 2012-03-22 | 2012-03-22 | Bridge specific model vase pier construction device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202466431U true CN202466431U (en) | 2012-10-03 |
Family
ID=46914599
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201129868U Expired - Fee Related CN202466431U (en) | 2012-03-22 | 2012-03-22 | Bridge specific model vase pier construction device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202466431U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103103930A (en) * | 2013-02-01 | 2013-05-15 | 北京交通大学 | Post-added pre-stress cable strengthening method |
| CN104846744A (en) * | 2015-03-19 | 2015-08-19 | 南通大学 | Construction method for pouring and forming urban viaduct curve type pier stud in one-off mode |
| CN110593104A (en) * | 2019-09-12 | 2019-12-20 | 江苏永联精筑建设集团有限公司 | Manufacturing and construction process of vase type cable tower steel formwork |
| CN111041985A (en) * | 2019-11-21 | 2020-04-21 | 江苏永联精筑建设集团有限公司 | Manufacturing and construction process of vase type cable tower steel formwork |
| CN113279334A (en) * | 2021-05-19 | 2021-08-20 | 安徽省路港工程有限责任公司 | Construction method of one-step pouring molding system of double-column type vase pier steel template |
-
2012
- 2012-03-22 CN CN2012201129868U patent/CN202466431U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103103930A (en) * | 2013-02-01 | 2013-05-15 | 北京交通大学 | Post-added pre-stress cable strengthening method |
| CN103103930B (en) * | 2013-02-01 | 2016-06-08 | 北京交通大学 | Add preliminary tension drag-line after a kind of and add solid method |
| CN104846744A (en) * | 2015-03-19 | 2015-08-19 | 南通大学 | Construction method for pouring and forming urban viaduct curve type pier stud in one-off mode |
| CN104846744B (en) * | 2015-03-19 | 2017-01-11 | 南通大学 | Construction method for pouring and forming urban viaduct curve type pier stud in one-off mode |
| CN110593104A (en) * | 2019-09-12 | 2019-12-20 | 江苏永联精筑建设集团有限公司 | Manufacturing and construction process of vase type cable tower steel formwork |
| CN111041985A (en) * | 2019-11-21 | 2020-04-21 | 江苏永联精筑建设集团有限公司 | Manufacturing and construction process of vase type cable tower steel formwork |
| CN113279334A (en) * | 2021-05-19 | 2021-08-20 | 安徽省路港工程有限责任公司 | Construction method of one-step pouring molding system of double-column type vase pier steel template |
| CN113279334B (en) * | 2021-05-19 | 2022-09-27 | 安徽省路港工程有限责任公司 | Construction method of one-step pouring molding system of double-column type vase pier steel template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121003 Termination date: 20140322 |