CN206562761U - Floor post-cast strip boatswain chair mould - Google Patents
Floor post-cast strip boatswain chair mould Download PDFInfo
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- CN206562761U CN206562761U CN201720038822.8U CN201720038822U CN206562761U CN 206562761 U CN206562761 U CN 206562761U CN 201720038822 U CN201720038822 U CN 201720038822U CN 206562761 U CN206562761 U CN 206562761U
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Description
技术领域technical field
本实用新型涉及建筑技术领域工器具设备,特别涉及楼层后浇带吊板模。The utility model relates to tools and equipment in the technical field of construction, in particular to a hanging board mold for post-casting belts on floors.
背景技术Background technique
建筑施工中为防止现浇钢筋混凝土结构由于温度、收缩不均可能产生的有害裂缝,按照设计或施工规范要求,在基础底板、顶板、楼板、屋面板相应位置留设后浇带,将结构暂时划分为若干部分,经过构件内部收缩,在若干时间后再浇捣该后浇带混凝土,将结构连成整体。后期处理后浇带都是一件麻烦的工作,特别是地下室、楼面板、屋面板净空较高时,为了保证混凝土浇筑质量,模板支撑体系要求安全性高,有时需要搭设部分满堂架,给施工人员带来困难和麻烦,且施工成本较高。虽然有些技术人员采用一些木模板吊模板方法,但混凝土施工质量得不到保证,且有些做法违反了相关施工质量规范要求。In order to prevent harmful cracks that may occur in the cast-in-place reinforced concrete structure due to uneven temperature and shrinkage during construction, according to the requirements of the design or construction specifications, post-casting strips are left at the corresponding positions of the foundation floor, roof, floor, and roof slab to temporarily seal the structure. Divided into several parts, after the internal shrinkage of the components, the post-cast concrete will be poured and tamped after a certain period of time to connect the structure into a whole. Post-processing and post-casting is a troublesome work, especially when the basement, floor slab, and roof slab have a high clearance, in order to ensure the quality of concrete pouring, the formwork support system requires high safety, and sometimes it is necessary to build part of the full hall. Personnel bring difficulties and troubles, and the construction cost is relatively high. Although some technicians use some methods of hanging formwork with wooden formwork, the quality of concrete construction cannot be guaranteed, and some practices violate the requirements of relevant construction quality specifications.
发明内容Contents of the invention
本实用新型的目的是为了解决后浇带施工及后期处理麻烦,费时费工费料,成本高等缺陷,而提出的楼层后浇带吊板模。The purpose of the utility model is to solve the problems of post-casting belt construction and post-processing troubles, time-consuming, labor-intensive and high-cost defects, and the proposed floor post-casting belt hanging plate formwork.
为了实现上述目的,本实用新型采用了如下技术方案:In order to achieve the above object, the utility model adopts the following technical solutions:
楼层后浇带吊板模,其特征在于:包括一个支撑梁, 在支撑梁底部设有两个对称的支撑柱, 支撑梁底部的两个支撑柱分别支撑配合固定在后浇带裂缝两侧的楼板上,在支撑梁的中部通过蝶形螺母固定吊装配合一个连接螺杆,在连接螺杆的底部通过一个拧紧螺母与楼板浇筑模板固定配合。The floor post-casting belt hanging plate formwork is characterized in that it includes a supporting beam, and two symmetrical supporting columns are arranged at the bottom of the supporting beam. On the floor, a connecting screw is fixedly hoisted through a wing nut in the middle of the supporting beam, and fixed and matched with the floor pouring formwork through a tightening nut at the bottom of the connecting screw.
在上述技术方案的基础上,可以有以下进一步的技术方案:On the basis of above-mentioned technical scheme, can have following further technical scheme:
在所述连接螺杆的底部设有一个六角大头,即为一个大头螺杆,所述楼板浇筑模板夹紧配合在连接螺杆底部的六角大头与所述拧紧螺母之间。A hexagonal big head is provided at the bottom of the connecting screw rod, that is, a big-headed screw rod, and the floor pouring formwork is clamped and fitted between the hexagonal big head at the bottom of the connecting screw rod and the tightening nut.
本实用新型的有益效果:本实用新型无需二次搭设支撑架即可完成支模,具有结构简单、节省材料、省工省力的优点,不仅提高作业效率,同时还保证了混凝土结构的施工质量。Beneficial effects of the utility model: the utility model can complete the formwork without erecting the support frame twice, has the advantages of simple structure, material saving, labor saving and labor saving, not only improves the working efficiency, but also ensures the construction quality of the concrete structure.
楼板后浇带支架拆除后,安装该吊模装置,调节中间螺杆,固定楼板底部模板,即可进行楼板后浇带混凝土浇筑。After the floor slab post-cast belt support is removed, install the hanging formwork device, adjust the middle screw, fix the bottom formwork of the floor slab, and then the floor slab post-cast belt concrete can be poured.
附图说明Description of drawings
图1是本实用新型的使用状态结构视图;Fig. 1 is a structural view of the utility model in use;
图2是本实用新型的基本结构视图。Fig. 2 is a view of the basic structure of the utility model.
具体实施方式detailed description
如图1和图2所示,本实用新型提供的楼层后浇带吊板模,其特征在于:包括一个方管支撑梁6, 方管支撑梁6横设置在两成型楼板2之间预留楼板后浇带裂缝3的上部,在支撑梁6底部设有两个对称的支撑柱7, 支撑梁6底部的两个支撑柱7分别支撑配合固定在后浇带裂缝3两侧浇筑成型的楼板2上,在支撑梁6的中部通过蝶形螺母5固定吊装配合一个连接螺杆4,连接螺杆4为一个大头螺杆,连接螺杆4下部穿透配合在两成型楼板2之间预留楼板后浇带裂缝3处的楼板浇筑模板1上,在连接螺杆4的底部设有一个六角大头4a,在六角大头4a上部配合一个拧紧螺母8,楼板浇筑模板1夹紧配合在连接螺杆4底部的六角大头4a与所述拧紧螺母8之间。As shown in Fig. 1 and Fig. 2, the post-casting belt suspension formwork provided by the utility model is characterized in that it includes a square tube support beam 6, and the square tube support beam 6 is horizontally arranged between two formed floor slabs 2 to reserve On the upper part of the crack 3 in the post-cast belt of the floor, two symmetrical support columns 7 are arranged at the bottom of the support beam 6, and the two support columns 7 at the bottom of the support beam 6 respectively support and fix the floor slab poured and formed on both sides of the crack 3 of the post-cast belt 2, the middle part of the support beam 6 is fixed and hoisted with a connecting screw 4 through the wing nut 5. The connecting screw 4 is a big-headed screw, and the lower part of the connecting screw 4 penetrates and fits between the two formed floors 2 to reserve a post-casting belt for the floor. On the floor pouring formwork 1 at the crack 3, a hexagonal big head 4a is provided at the bottom of the connecting screw 4, and a tightening nut 8 is fitted on the upper part of the hexagonal big head 4a, and the floor pouring formwork 1 is clamped and matched with the hexagonal big head 4a at the bottom of the connecting screw 4 and the tightening nut 8.
楼板后浇带支架拆除后,安装该吊模装置,调节中间螺杆,固定楼板底部模板,即可进行楼板后浇带混凝土浇筑。After the floor slab post-cast belt support is removed, install the hanging formwork device, adjust the middle screw, fix the bottom formwork of the floor slab, and then the floor slab post-cast belt concrete can be poured.
实用新型并不限于上述实施方式,采用与本实用新型上述实施方法例相同或近似的结构,而得到的其他结构设计,均在本实用新型的保护范围之内。The utility model is not limited to the above-mentioned embodiments, and other structural designs obtained by adopting the same or similar structures as the above-mentioned embodiments of the utility model are within the scope of protection of the utility model.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720038822.8U CN206562761U (en) | 2017-01-13 | 2017-01-13 | Floor post-cast strip boatswain chair mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720038822.8U CN206562761U (en) | 2017-01-13 | 2017-01-13 | Floor post-cast strip boatswain chair mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206562761U true CN206562761U (en) | 2017-10-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720038822.8U Expired - Fee Related CN206562761U (en) | 2017-01-13 | 2017-01-13 | Floor post-cast strip boatswain chair mould |
Country Status (1)
| Country | Link |
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| CN (1) | CN206562761U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951424A (en) * | 2018-07-09 | 2018-12-07 | 中国五冶集团有限公司 | The formwork support structure and construction method that bridge suspension type pours |
| CN109025260A (en) * | 2018-07-26 | 2018-12-18 | 中民筑友科技投资有限公司 | A kind of prefabricated floor slab back casting band joint structure and its construction method |
| CN109577644A (en) * | 2018-12-12 | 2019-04-05 | 湖南易兴建筑有限公司 | Die-filling component |
| CN109797969A (en) * | 2019-03-20 | 2019-05-24 | 杭州昂创科技有限公司 | Post-cast strip tool-type hangs the construction method of modular system in advance |
-
2017
- 2017-01-13 CN CN201720038822.8U patent/CN206562761U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951424A (en) * | 2018-07-09 | 2018-12-07 | 中国五冶集团有限公司 | The formwork support structure and construction method that bridge suspension type pours |
| CN109025260A (en) * | 2018-07-26 | 2018-12-18 | 中民筑友科技投资有限公司 | A kind of prefabricated floor slab back casting band joint structure and its construction method |
| CN109577644A (en) * | 2018-12-12 | 2019-04-05 | 湖南易兴建筑有限公司 | Die-filling component |
| CN109797969A (en) * | 2019-03-20 | 2019-05-24 | 杭州昂创科技有限公司 | Post-cast strip tool-type hangs the construction method of modular system in advance |
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| GR01 | Patent grant | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171017 Termination date: 20180113 |
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| CF01 | Termination of patent right due to non-payment of annual fee |