CN202480217U - Whole mouldboard of combined box girder - Google Patents
Whole mouldboard of combined box girder Download PDFInfo
- Publication number
- CN202480217U CN202480217U CN2011205587860U CN201120558786U CN202480217U CN 202480217 U CN202480217 U CN 202480217U CN 2011205587860 U CN2011205587860 U CN 2011205587860U CN 201120558786 U CN201120558786 U CN 201120558786U CN 202480217 U CN202480217 U CN 202480217U
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- China
- Prior art keywords
- combined box
- mouldboard
- box beam
- box girder
- template
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- Expired - Lifetime
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Abstract
The utility model provides a whole mouldboard of a combined box girder, comprising a combined box girder mouldboard system, wherein the combined box girder mouldboard system comprises a plurality of combined box girder mouldboards. The combined box girder mouldboard comprises a left mouldboard and a right mouldboard, wherein a left travelling mechanism and a right travelling mechanism which can travel longitudinally along the combined box girder mouldboard system and can horizontally move the combined box girder mouldboard system are arranged below the left mouldboard and the right mouldboard respectively. The problems that because multiple mounting and dismounting in the mechanical disassembly, hoisting and assembly modes of the prefab mouldboard of the existing combined box girder, joint is uneven, appearance quality of concrete is affected, construction is time-consuming, labor-wasting, low in efficiency and is not safe are solved. The whole mouldboard of combined box girder disclosed by the utility model has the advantages that convenient construction is convenient, time and labor are saved, construction work efficiency is improved, overall economic results are obvious and the like, and is safe and reliable.
Description
Technical field
The utility model belongs to the bridge construction technology, is specifically related to a kind of combined box beam prefabricating technique, especially a kind of combined box beam integral mold plate.
Background technology
Along with country strengthens the input that foundation engineering is built, the bridge on highway construction of China has reached a period of great prosperity.Superstructure case beam adopt combined box beam prefabricated, set up installation technology and can under the prerequisite that guarantees construction quality, speed up the work, the input of economizing on the use of funds becomes top-priority superstructure continuous beam form in many Bridge Design.
At present the combined box beam prefab-form adopt generally that the manpower cooperative mechanical is disassembled, lifting, spelling; Aiding in the small machine adjusting again puts in place; Because repeatedly dismounting causes the seam crossing out-of-flatness, influences Surface Quality of Concrete, during construction cost, effort, inefficiency and dangerous.
The utility model content
The purpose of the utility model has provided a kind of combined box beam integral mold plate; Adopt generally in order to solve existing combined box beam prefab-form that the manpower cooperative mechanical is disassembled, lifting, spelling; Aiding in the small machine adjusting again puts in place; Because repeatedly dismounting causes the seam crossing out-of-flatness, influences Surface Quality of Concrete, during construction cost, effort, inefficiency and unsafe problem.
For reaching above-mentioned purpose, the utility model provides a kind of combined box beam integral mold plate, comprises the combined box beam template system, and this combined box beam template system is made up of a plurality of combined box beam templates; The combined box beam template comprises left side template and right side template, and setting can along the vertical walking of said combined box beam template system and the left lateral that this combined box beam template system is laterally moved walks mechanism and right lateral is walked mechanism respectively under this left side template and the right side template.
Above-mentioned left lateral is walked mechanism and right lateral and is walked mechanism all by vertically moving chassis, be arranged on this and vertically move the chassis end face and vertically move horizontal mobile trolley used composition that platform laterally moves along this, and this is laterally mobile trolley used to connect with said left side template or right side template through the hydraulic prop that is arranged on its top end face.
Above-mentioned vertically move chassis or laterally mobile trolley used by gripper shoe and the below, the left and right sides that is arranged on this gripper shoe roller and constitute in order to the motor that drives this roller.
The advantage of utility model is: the integration template has avoided repeatedly dismounting to cause the seam crossing out-of-flatness simultaneously; Influence the common fault of Surface Quality of Concrete; Realize the prefabricated target of combined box beam batch production; Have easy construction, save time, laborsaving, safe and reliable, improve advantages such as construction efficiency, overall economic efficiency be remarkable.
Description of drawings
Combine accompanying drawing and embodiment that the combined box beam integral mold plate that the utility model provides is elaborated at present:
Fig. 1 is the combined box beam integral mold plate structural representation that the utility model provides.
Among the figure: 1, combined box beam template system; 2, left side template; 3, right side template; 4, left lateral is walked mechanism; 5; Right lateral is walked mechanism; 6,7, vertically move chassis; 8,9, laterally mobile trolley used; 10,11,12,13, hydraulic prop; 14,15, roller; 16,17,18,19, motor; 20, precast pedestal.
The specific embodiment
Adopt generally in order to solve existing combined box beam prefab-form that the manpower cooperative mechanical is disassembled, lifting, spelling; Aiding in the small machine adjusting again puts in place; Because repeatedly dismounting causes the seam crossing out-of-flatness, influences Surface Quality of Concrete, during construction cost, effort, inefficiency and unsafe problem.Present embodiment provides a kind of combined box beam integral mold plate as shown in Figure 1, comprises combined box beam template system 1, and this combined box beam template system 1 is made up of a plurality of combined box beam templates; The combined box beam template comprises left side template 2 and right side template 3, and 3 times setting can along the 1 vertical walking of combined box beam template system and the left lateral that this combined box beam template system 1 is laterally moved walks mechanism 4 and right lateral is walked mechanism 5 respectively with the right side template for this left side template 2.
Left lateral walk mechanism 4 and right lateral walk mechanism 5 all be by vertically move chassis 6,7, be arranged on this vertically move chassis 6,7 end faces and along this vertically move chassis 6,7 laterally move horizontal mobile trolley used 8,9, this horizontal mobile trolley used 8,9 connects with left side template 2 or right side template 3 through the hydraulic prop 10,11,12,13 that is arranged on its top.
Vertically move chassis 6,7 or laterally mobile trolley used 8,9 by gripper shoe 13 and be arranged on this gripper shoe 13 below, the left and right sides roller 14,15 and constitute in order to the motor 16,17,18,19 that drives this roller 14,15.
In carrying out the prefabricated process of combined box beam; The combined box beam integral mold plate that provides through the utility model makes that the combined box beam template is disposable to be in place; Utilization is arranged on the track and the walking carriage (promptly vertically moving chassis 6,7) of precast pedestal 20 both sides, realizes that 1 cover template (being the combined box beam template) provides the template demand of a plurality of precast pedestals 20, overcome concrete etc. strong during; The idle drawback of template (being the combined box beam template) makes full use of template (being the combined box beam template).Integral mold plate (being the combined box beam integral mold plate) walking is convenient, avoids dismounting template again.Template is through after vertically moving chassis 6,7 walking and putting in place, through horizontal mobile trolley used 8,9 lateral adjustments, makes template in place rapidly, improved construction efficiency.Integration template (being the combined box beam integral mold plate) has avoided repeatedly dismounting to cause the seam crossing out-of-flatness simultaneously; Influence the common fault of Surface Quality of Concrete; Realize the prefabricated target of combined box beam batch production; Have easy construction, save time, laborsaving, safe and reliable, improve advantages such as construction efficiency, overall economic efficiency be remarkable.
Consistent for combined box beam version; And a fairly large number of precast beam field; Adopt integration template (being the combined box beam integral mold plate) through vertically move chassis 6,7 realize vertically walking and horizontal mobile trolley used 8,9 realize that lateral adjustments are in place, template puts in place from the adjusting of walking and only need a people can accomplish, and can effectively reduce labour intensity; Accelerate prefabricated progress, improve construction quality.
Practical implementation method and program are:
According to precast beam quantity, progress and construction efficiency analysis, this project precast pedestal 20 is provided with 50 altogether, adopts horizontal 10 row, vertical 5 rows' arrangement form.When combined box beam Liang Chang builds, twice side form walking track is installed respectively in every row precast pedestal both sides, track is along the elongated layout of precast pedestal.Left lateral is walked mechanism 4 walk mechanism 5 with right lateral and lay in orbit, side form is installed above that again.After the prefabricated completion of one Pin combined box beam, unclamp laterally mobile trolley used 8,9 lateral confinement, make the combined box beam template break away from the combined box beam surface.Adopt then to vertically move chassis 6,7 and make the combined box beam template move to next row's precast pedestal, regulate in place along track.
More than giving an example only is to illustrate of the present invention, does not constitute the restriction to protection scope of the present invention, and the every and same or analogous design of the present invention all belongs within protection scope of the present invention.
Claims (3)
1. a combined box beam integral mold plate comprises the combined box beam template system, it is characterized in that: this combined box beam template system is made up of a plurality of combined box beam templates; The combined box beam template comprises left side template and right side template, and the left lateral that the vertical walking of the said combined box beam template system in edge is set respectively under this left side template and the right side template and this combined box beam template system is laterally moved walks mechanism and right lateral is walked mechanism.
2. combined box beam integral mold plate as claimed in claim 1; It is characterized in that: said left lateral is walked mechanism and right lateral and is walked mechanism all by vertically moving chassis, be arranged on this and vertically move the chassis end face and vertically move horizontal mobile trolley used composition that platform laterally moves along this, and this is laterally mobile trolley used to connect with said left side template or right side template through the hydraulic prop that is arranged on its top end face.
3. combined box beam integral mold plate as claimed in claim 2 is characterized in that: said vertically move chassis or laterally mobile trolley used by gripper shoe and the below, the left and right sides that is arranged on this gripper shoe roller and constitute in order to the motor that drives this roller.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205587860U CN202480217U (en) | 2011-12-28 | 2011-12-28 | Whole mouldboard of combined box girder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205587860U CN202480217U (en) | 2011-12-28 | 2011-12-28 | Whole mouldboard of combined box girder |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202480217U true CN202480217U (en) | 2012-10-10 |
Family
ID=46954674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011205587860U Expired - Lifetime CN202480217U (en) | 2011-12-28 | 2011-12-28 | Whole mouldboard of combined box girder |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202480217U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104308961A (en) * | 2014-10-29 | 2015-01-28 | 中交二航局第四工程有限公司 | Integrally-drawing-type prefabricated box beam inner die device |
| CN104859048A (en) * | 2015-06-19 | 2015-08-26 | 中交一公局第五工程有限公司 | Self-propelled integral hydraulic precast box beam formwork device |
| CN105014774A (en) * | 2015-08-05 | 2015-11-04 | 广东省水利水电第三工程局有限公司 | Formwork for prefabricated box girder |
| CN108284506A (en) * | 2017-12-22 | 2018-07-17 | 安徽伟宏钢结构集团股份有限公司 | A kind of beam prefabricated equipment of T |
| CN108316156A (en) * | 2018-04-18 | 2018-07-24 | 中铁十九局集团第七工程有限公司 | Moving die plate and its construction method |
| CN110450271A (en) * | 2019-08-20 | 2019-11-15 | 中冶建工集团有限公司 | Walking set shaped steel formwork and T beam form method of plate installation |
| WO2022032935A1 (en) * | 2020-08-14 | 2022-02-17 | 广东港重绿建科技有限公司 | Pier stud prefabricated pouring system, and offsite pouring method thereof |
-
2011
- 2011-12-28 CN CN2011205587860U patent/CN202480217U/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104308961A (en) * | 2014-10-29 | 2015-01-28 | 中交二航局第四工程有限公司 | Integrally-drawing-type prefabricated box beam inner die device |
| CN104859048A (en) * | 2015-06-19 | 2015-08-26 | 中交一公局第五工程有限公司 | Self-propelled integral hydraulic precast box beam formwork device |
| CN105014774A (en) * | 2015-08-05 | 2015-11-04 | 广东省水利水电第三工程局有限公司 | Formwork for prefabricated box girder |
| CN108284506A (en) * | 2017-12-22 | 2018-07-17 | 安徽伟宏钢结构集团股份有限公司 | A kind of beam prefabricated equipment of T |
| CN108316156A (en) * | 2018-04-18 | 2018-07-24 | 中铁十九局集团第七工程有限公司 | Moving die plate and its construction method |
| CN108316156B (en) * | 2018-04-18 | 2023-10-03 | 中铁十九局集团广州工程有限公司 | Movable formwork and construction method thereof |
| CN110450271A (en) * | 2019-08-20 | 2019-11-15 | 中冶建工集团有限公司 | Walking set shaped steel formwork and T beam form method of plate installation |
| WO2022032935A1 (en) * | 2020-08-14 | 2022-02-17 | 广东港重绿建科技有限公司 | Pier stud prefabricated pouring system, and offsite pouring method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Li Haotian Inventor after: San Jianping Inventor after: Xian Liang Inventor after: Wu Jianjun Inventor after: Li Jianning Inventor after: Xie Haigen Inventor before: San Jianping Inventor before: Li Haotian Inventor before: Xian Liang Inventor before: Wu Jianjun Inventor before: Li Jianning Inventor before: Xie Haigen |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121010 |