CN2883469Y - Concrete formwork for bridge - Google Patents
Concrete formwork for bridge Download PDFInfo
- Publication number
- CN2883469Y CN2883469Y CN 200620056177 CN200620056177U CN2883469Y CN 2883469 Y CN2883469 Y CN 2883469Y CN 200620056177 CN200620056177 CN 200620056177 CN 200620056177 U CN200620056177 U CN 200620056177U CN 2883469 Y CN2883469 Y CN 2883469Y
- Authority
- CN
- China
- Prior art keywords
- truss
- utility
- model
- cope match
- template
- 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
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- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model relates to a new template for casting concrete in bridges, which comprises a truss and an upper die plate. The utility model is characterized in that a regulating bolt is arranged between the truss and the upper die plate, the head of the regulating bolt is movably articulated with the upper die plate and the lower part is bolted to the truss. The utility model can realize the regulation of the degree of curvature, accuracy of dimensions and flatness of the upper die plate by the movement of the top nut and the bottom nut. The template is a precision template with the area for a single template more than 2m<2>, and the regulation is easy. With the dimensional accuracy of 1.0mm and flatness of 1.0mm in the poured buildings, the utility model has the advantages of no honeycomb, flecks and slab staggering in the concrete, and smooth, flat and aesthetic surface.
Description
[technical field]
The utility model relates to a kind of template, especially relate to a kind of when bridge pier that carries out bridge and arched girder fluid concrete, can regulate the novel bridge concrete casting injection molded plate of flexibility and flatness.
[background technology]
At present, when bridge pier that carries out bridge and arched girder fluid concrete, the cast template that is adopted generally is the template of fixed structure, thereby can not carry out the adjusting of flexibility and flatness according to the shape and the structure of bridge pier and arched girder, and construction does not reach designing requirement.
[utility model content]
In order to overcome the above-mentioned shortcoming of prior art, the utility model provide a kind of when bridge pier that carries out bridge and arched girder fluid concrete, can regulate the novel bridge concrete casting injection molded plate of flexibility and flatness.
The technical scheme that its technical problem that solves the utility model adopts is: novel bridge concrete casting injection molded plate, comprise truss and cope match-plate pattern, be provided with the adjusting bolt between described truss and cope match-plate pattern, the head and the cope match-plate pattern of this adjusting bolt are movably hinged, bottom and truss bolt.
The back of described cope match-plate pattern is welded with the reinforcement gusset.
Being shaped as of described reinforcement gusset is latticed.
Described truss is provided with the adjusting bolt hole, regulates bolt and is connected with lower nut with top nut by between this adjusting bolt hole and the truss.
The beneficial effects of the utility model are: the flexibility, dimensional accuracy, the flatness that realize regulating cope match-plate pattern by the advance and retreat of top nut and lower nut; Template veneer area surpasses 2 square metres, and is easy to adjust, belongs to the high accuracy template; The building dimensional accuracy of using the utility model cast reaches 1.0mm, and flatness reaches 1.0mm, the real no honeycomb of concrete, spot, faulting of slab ends phenomenon, smooth surface, smooth, attractive in appearance.
[description of drawings]
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the structural representation at the cope match-plate pattern described in the utility model back side.
Among the figure: the 1-cope match-plate pattern, 11-strengthens gusset, the 2-truss, the 21-through hole, 3-regulates bolt, 31 top nuts, 32-lower nut.
[specific embodiment]
Referring to Fig. 1, a kind of novel bridge concrete casting injection molded plate comprises truss 2 and cope match-plate pattern 1, and its top is cope match-plate pattern 1, is made by the A3 steel, and the face of cope match-plate pattern 1 is high-precision A3 steel plate, and as shown in Figure 2, its back is welded with latticed reinforcement gusset 11; The bottom is a truss 2, by angle bar, channel-section steel manufacturing; The middle part is for regulating bolt 3, head and the cope match-plate pattern 1 of regulating bolt 3 are movably hinged, adjusting bolt 3 is connected with lower nut 32 by the adjusting bolt hole 21 usefulness top nuts 31 of truss 2, and realizes regulating flexibility, dimensional accuracy, the flatness of cope match-plate pattern by the advance and retreat of top nut 31 and lower nut 32.
The utility model template veneer area surpasses 2 square metres, and is easy to adjust, belongs to the high accuracy template, the building dimensional accuracy of using the utility model cast reaches 1.0mm, flatness reaches 1.0mm, the real no honeycomb of concrete, spot, faulting of slab ends phenomenon, smooth surface, smooth, attractive in appearance.
Claims (4)
1, novel bridge concrete casting injection molded plate comprises truss and cope match-plate pattern, it is characterized in that: be provided with the adjusting bolt between described truss and cope match-plate pattern, the head and the cope match-plate pattern of this adjusting bolt are movably hinged, bottom and truss bolt.
2, novel bridge as claimed in claim 1 concrete casting injection molded plate, it is characterized in that: the back of described cope match-plate pattern is welded with the reinforcement gusset.
3, novel bridge as claimed in claim 2 concrete casting injection molded plate, it is characterized in that: being shaped as of described reinforcement gusset is latticed.
4, novel bridge as claimed in claim 1 concrete casting injection molded plate, it is characterized in that: described truss is provided with the adjusting bolt hole, regulates bolt and is connected with lower nut with top nut by between this adjusting bolt hole and the truss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620056177 CN2883469Y (en) | 2006-03-15 | 2006-03-15 | Concrete formwork for bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620056177 CN2883469Y (en) | 2006-03-15 | 2006-03-15 | Concrete formwork for bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2883469Y true CN2883469Y (en) | 2007-03-28 |
Family
ID=37956530
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620056177 Expired - Fee Related CN2883469Y (en) | 2006-03-15 | 2006-03-15 | Concrete formwork for bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2883469Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102192386A (en) * | 2010-03-19 | 2011-09-21 | 江苏金羊能源环境工程有限公司 | Device for manufacturing large body |
-
2006
- 2006-03-15 CN CN 200620056177 patent/CN2883469Y/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102192386A (en) * | 2010-03-19 | 2011-09-21 | 江苏金羊能源环境工程有限公司 | Device for manufacturing large body |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Shaoguan Tieyou Construction Machine Co., Ltd. Assignor: Yu Haibin Contract fulfillment period: 2009.10.28 to 2015.10.27 Contract record no.: 2010990000022 Denomination of utility model: New concrete pouring formwork for bridge Granted publication date: 20070328 License type: Exclusive license Record date: 20100111 Assignee: Shaoguan Tieyou Construction Machine Co., Ltd. Assignor: Yu Haibin Contract fulfillment period: 2008.10.28 to 2014.10.27 Contract record no.: 2010990000038 Denomination of utility model: New concrete pouring formwork for bridge Granted publication date: 20070328 License type: Exclusive license Record date: 20100119 |
|
| LIC | Patent licence contract for exploitation submitted for record |
Free format text: EXCLUSIVE LICENSE; TIME LIMIT OF IMPLEMENTING CONTACT: 2008.10.28 TO 2014.10.27; CHANGE OF CONTRACT Name of requester: SHAOGUAN CITY TIEYOU CONSTRUCTION MACHINARY CO., L Effective date: 20100119 Free format text: EXCLUSIVE LICENSE; TIME LIMIT OF IMPLEMENTING CONTACT: 2009.10.28 TO 2015.10.27; CHANGE OF CONTRACT Name of requester: SHAOGUAN CITY TIEYOU CONSTRUCTION MACHINARY CO., L Effective date: 20100111 |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20070328 Termination date: 20110315 |