CN103643646A - Bracket-free and pull rod-free steel template device for overhead cast-in-place concrete anti-collision wall - Google Patents
Bracket-free and pull rod-free steel template device for overhead cast-in-place concrete anti-collision wall Download PDFInfo
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- CN103643646A CN103643646A CN201310726901.4A CN201310726901A CN103643646A CN 103643646 A CN103643646 A CN 103643646A CN 201310726901 A CN201310726901 A CN 201310726901A CN 103643646 A CN103643646 A CN 103643646A
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- template
- free
- bracket
- pull rod
- collision wall
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Abstract
The invention relates to a bracket-free and pull rod-free steel template device for an overhead cast-in-place concrete anti-collision wall. The steel template device comprises an inner template, an outer template, an outer mould section steel framework, a bottom opening connecting bolt and an inner mould supporting system, wherein a lower opening of the outer template is fixedly connected with the bottom of a box girder flange through the bottom opening connecting bolt, and an upper opening of the outer template is fixedly connected with the inner template through the outer mould section steel framework; the fractional lengths of the inner template and the outer template are 1-3 m; the inner mould supporting system is arranged between the inner template and the surface of a bridge. According to the steel template device, an outer mould is fixed by an inner mould, a pull screw rod is not arranged in the anti-collision wall, an individual supporting bracket is not arranged on the outer side of the anti-collision wall, and the inner and outer templates of a steel template form a whole body and a stable system. The steel template device is simple in structure, safe, reliable, convenient to mount and dismount, and low in resource input.
Description
Technical field
The present invention relates to a kind of steel form device of cast-in-situ concrete, especially a kind of non pull rod type steel form device for the crashproof wall of overhead cast-in-situ concrete.
Background technology
For the crashproof wall of the overhead cast-in-situ concrete mode fixed forms that adopt pre-buried Screw arbor with nut at both-ends within the walls or establish external bracing bracket more, after completing and building, also need preformed hole to repair or removal bracket, anti-collision wall outward appearance is had a certain impact, construction reliability is not high, and efficiency of construction is low, measure has high input.
Summary of the invention
The present invention be to provide a kind of for the crashproof wall of overhead cast-in-situ concrete without bracket non pull rod type steel form device, this installs simple structure, makes precision high, peace easy accessibility.
For achieving the above object, technical scheme of the present invention is: a kind of for the crashproof wall of overhead cast-in-situ concrete without bracket non pull rod type steel form device, comprise inner formword, exterior sheathing, external model steel frame, end mouth connecting bolt, internal mold support system, be characterized in: exterior sheathing end opening is fixedly connected with by end mouth connecting bolt and case beam wing plate bottom, suitable for readingly by external model steel frame, be fixedly connected with inner formword.
Inner formword and exterior sheathing section length are 1 ~ 3m.Between inner formword and bridge floor, lay internal mold support system.
Useful achievement of the present invention is: utilize fixedly external mold of internal mold, do not establish Screw arbor with nut at both-ends in anti-collision wall, independent Support bracket is not also established in outside simultaneously, and steel form inner and outer template forms integral body, has stabilising system of one's own.The present invention is simple in structure, safe and reliable, peace easy accessibility, and input can economize on resources.
Accompanying drawing explanation
Fig. 1 is structure side view of the present invention.
the specific embodiment
Below in conjunction with instantiation, further set forth the embodiment of patent of the present invention.Should be understood that these examples are only not used in the scope of restriction patent of the present invention for patent of the present invention is described.In addition should be understood that those skilled in the art can make various changes or modifications the present invention after having read the content of patent instruction of the present invention, these equivalent form of values fall within the application's appended claims limited range equally.
As shown in Figure 1, of the present invention for the crashproof wall of overhead cast-in-situ concrete without bracket non pull rod type steel form device, comprise inner formword 1, exterior sheathing 2, external model steel frame 3, end mouth connecting bolt 4 and internal mold support system 5.
The fixed system of inner formword 1 of the present invention, exterior sheathing 2 for establishing one's own system, in the airly hits the pre-buried connection measure such as Screw arbor with nut at both-ends and steel band within the walls, simultaneously also without the external bracing measures such as bracket of encorbelmenting.
Concrete operation method of the present invention:
1) while constructing, first at bridge floor, arrange the fulcrum of internal mold support system 5, then inner formword 1 is installed.
2) exterior sheathing 2 is installed, exterior sheathing 2 end openings utilize end mouth connecting bolt 4 fixing with case beam wing plate bottom, and the external model steel frame 3 that utilizes suitable for reading is connected and fixed with inner formword 1.
3) template system carries out concreting after fixedly completing.
4) after completing and building, first remove end mouth connecting bolt 4, then remove alignment pin and connecting bolt on external model steel frame 3, exterior sheathing 2 is removed and connected with inner formword 1.
5), according to the first exterior sheathing 2 orderly release template of inner formword 1 again, be transferred to next work sections.
Claims (3)
- One kind for the crashproof wall of overhead cast-in-situ concrete without bracket non pull rod type steel form device, comprise inner formword (1), exterior sheathing (2), external model steel frame (3), end mouth connecting bolt (4), internal mold support system (5), it is characterized in that: described exterior sheathing (2) end opening is fixedly connected with by end mouth connecting bolt (4) and case beam wing plate bottom, suitable for readingly by external model steel frame (3), be fixedly connected with inner formword (1).
- According to claim 1 for the crashproof wall of overhead cast-in-situ concrete without bracket non pull rod type steel form device, it is characterized in that: described inner formword (1) and exterior sheathing (2) section length are 1 ~ 3m.
- According to claim 1 for the crashproof wall of overhead cast-in-situ concrete without bracket non pull rod type steel form device, it is characterized in that: between described inner formword (1) and bridge floor, lay internal mold support system (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310726901.4A CN103643646A (en) | 2013-12-26 | 2013-12-26 | Bracket-free and pull rod-free steel template device for overhead cast-in-place concrete anti-collision wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310726901.4A CN103643646A (en) | 2013-12-26 | 2013-12-26 | Bracket-free and pull rod-free steel template device for overhead cast-in-place concrete anti-collision wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103643646A true CN103643646A (en) | 2014-03-19 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310726901.4A Pending CN103643646A (en) | 2013-12-26 | 2013-12-26 | Bracket-free and pull rod-free steel template device for overhead cast-in-place concrete anti-collision wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103643646A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593135A (en) * | 2019-10-22 | 2019-12-20 | 五冶集团上海有限公司 | Linear control method for bridge anti-collision wall |
| CN110952452A (en) * | 2019-11-23 | 2020-04-03 | 中建三局集团有限公司 | Viaduct anticollision barrier template fixing system |
| CN113832857A (en) * | 2021-09-16 | 2021-12-24 | 中建八局西南建设工程有限公司 | Template structure is used in construction of bridge anticollision wall |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4660800A (en) * | 1985-10-31 | 1987-04-28 | Horstketter Eugene A | Bridge overhang bracket and hanger |
| CN201065644Y (en) * | 2007-07-10 | 2008-05-28 | 宏润建设集团股份有限公司 | Anti-collision wall formwork without supporting bracket |
| CN101586327A (en) * | 2009-06-19 | 2009-11-25 | 中铁三局集团有限公司 | Railway ballastless track bridge kerbstone cast-in-situ construction method |
| CN202055518U (en) * | 2011-05-12 | 2011-11-30 | 中建七局第二建筑有限公司 | Road/bridge mold board for preventing from impacting wall |
| CN103233424A (en) * | 2013-04-19 | 2013-08-07 | 济南城建集团有限公司 | Hanging-basket-method support-free anti-collision wall construction method, construction hanging basket and template for construction |
-
2013
- 2013-12-26 CN CN201310726901.4A patent/CN103643646A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4660800A (en) * | 1985-10-31 | 1987-04-28 | Horstketter Eugene A | Bridge overhang bracket and hanger |
| CN201065644Y (en) * | 2007-07-10 | 2008-05-28 | 宏润建设集团股份有限公司 | Anti-collision wall formwork without supporting bracket |
| CN101586327A (en) * | 2009-06-19 | 2009-11-25 | 中铁三局集团有限公司 | Railway ballastless track bridge kerbstone cast-in-situ construction method |
| CN202055518U (en) * | 2011-05-12 | 2011-11-30 | 中建七局第二建筑有限公司 | Road/bridge mold board for preventing from impacting wall |
| CN103233424A (en) * | 2013-04-19 | 2013-08-07 | 济南城建集团有限公司 | Hanging-basket-method support-free anti-collision wall construction method, construction hanging basket and template for construction |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593135A (en) * | 2019-10-22 | 2019-12-20 | 五冶集团上海有限公司 | Linear control method for bridge anti-collision wall |
| CN110952452A (en) * | 2019-11-23 | 2020-04-03 | 中建三局集团有限公司 | Viaduct anticollision barrier template fixing system |
| CN113832857A (en) * | 2021-09-16 | 2021-12-24 | 中建八局西南建设工程有限公司 | Template structure is used in construction of bridge anticollision wall |
| CN113832857B (en) * | 2021-09-16 | 2023-08-08 | 中建八局西南建设工程有限公司 | Template structure for bridge anti-collision wall construction |
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140319 |