CN203271124U - Formwork for floor horizontal construction gap - Google Patents
Formwork for floor horizontal construction gap Download PDFInfo
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- CN203271124U CN203271124U CN 201320313422 CN201320313422U CN203271124U CN 203271124 U CN203271124 U CN 203271124U CN 201320313422 CN201320313422 CN 201320313422 CN 201320313422 U CN201320313422 U CN 201320313422U CN 203271124 U CN203271124 U CN 203271124U
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Abstract
本实用新型公开了一种用于楼板水平施工缝的模板,它包括模板,所述的模板的底部开有多个凹槽或者在所述的模板的顶部和底部均开有多个凹槽,所述的凹槽宽度和高度均为钢筋直径加上2mm,相邻的两个凹槽的间距为钢筋间距。本实用新型的优点:制作简单、施工方便、能够周转使用、不易漏浆,降低了成本。
The utility model discloses a formwork for horizontal construction joints of floor slabs. The width and height of the grooves are the steel bar diameter plus 2mm, and the distance between two adjacent grooves is the steel bar spacing. The utility model has the advantages of simple manufacture, convenient construction, can be used repeatedly, is not easy to leak slurry, and reduces the cost.
Description
技术领域technical field
本实用新型涉及一种模板,尤其涉及一种用于楼板水平施工缝的模板。The utility model relates to a formwork, in particular to a formwork used for horizontal construction joints of floor slabs.
背景技术Background technique
随着建筑规模的扩大,单层面积越来越大,为了防止温度裂缝的出现,往往设置后浇带,而在施工过程中,不可避免的留置施工缝,施工缝(后浇带)处模板的支设就显得尤为重要了,而目前通常采用钢板网、木方子进行设置,造成漏浆、浪费材料,观感质量也差,造成事后剔凿的现象。With the expansion of the building scale, the area of a single layer is getting larger and larger. In order to prevent the occurrence of temperature cracks, post-pouring belts are often set up. The support is particularly important, but at present, steel mesh and wooden squares are usually used for setting, resulting in slurry leakage, waste of materials, and poor visual quality, resulting in the phenomenon of chipping after the event.
发明内容Contents of the invention
本实用新型的目的在于克服已有技术的不足,提供一种不会造成漏浆、降低成本,观感质量好,不会造成事后剔凿的一种用于楼板水平施工缝的模板。The purpose of the utility model is to overcome the deficiencies of the prior art, and provide a formwork for horizontal construction joints of floor slabs that does not cause grout leakage, reduces costs, has good visual quality, and does not cause subsequent chiseling.
本实用新型的一种用于楼板水平施工缝的模板,它包括模板,所述的模板的底部开有多个凹槽或者在所述的模板的顶部和底部均开有多个凹槽,所述的凹槽宽度和高度均为钢筋直径加上2mm,相邻的两个凹槽的间距为钢筋间距。The utility model relates to a formwork used for horizontal construction joints of floor slabs. The width and height of the grooves mentioned above are the steel bar diameter plus 2mm, and the distance between two adjacent grooves is the steel bar spacing.
本实用新型的优点:制作简单、施工方便、能够周转使用、不易漏浆,降低了成本。The utility model has the advantages of simple manufacture, convenient construction, can be used repeatedly, is not easy to leak slurry, and reduces the cost.
附图说明Description of drawings
图1是本实用新型的一种用于楼板水平施工缝的模板的一种实施方式的结构示意图;Fig. 1 is a structural schematic diagram of an embodiment of a formwork used for floor horizontal construction joints of the present utility model;
图2是本实用新型的一种用于楼板水平施工缝的模板的另一种实施方式的结构示意图;Fig. 2 is a structural schematic diagram of another embodiment of a formwork used for floor horizontal construction joints of the present utility model;
图3是图1所示的模板的安装使用结构示意图;Fig. 3 is a schematic diagram of the installation and use structure of the formwork shown in Fig. 1;
图4是图2所示的模板的安装使用结构示意图。Fig. 4 is a schematic diagram of the installation and use structure of the template shown in Fig. 2 .
具体实施方式Detailed ways
下面结合附图和具体实施例对本实用新型作详细描述。Below in conjunction with accompanying drawing and specific embodiment the utility model is described in detail.
如附图所示本实用新型的一种用于楼板水平施工缝的模板,它包括模板1,所述的模板的底部开有多个凹槽或者在所述的模板的顶部和底部均开有多个凹槽,所述的凹槽宽度和高度均为钢筋直径加上2mm,相邻的两个凹槽的间距为钢筋间距。As shown in the accompanying drawings, a formwork for horizontal construction joints of floor slabs of the present utility model includes a
本结构的使用方法为:单层钢筋时,如图3所示,在模板底部安装木条,钢筋卡入模板底部凹槽内,背面用短木板和铁钉进行加固固定;双层钢筋时,如图4所示,在模板底部和上面分别安装木条,上下钢筋分别卡入模板上下凹槽内,背面用短木板和铁钉进行加固固定。The method of using this structure is: for single-layer steel bars, as shown in Figure 3, install wooden strips at the bottom of the formwork, the steel bars are inserted into the bottom groove of the formwork, and the back is reinforced and fixed with short wooden boards and iron nails; for double-layer steel bars, As shown in Figure 4, wooden strips are installed on the bottom and top of the formwork, the upper and lower steel bars are inserted into the upper and lower grooves of the formwork, and the back is reinforced and fixed with short wooden boards and iron nails.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320313422 CN203271124U (en) | 2013-05-31 | 2013-05-31 | Formwork for floor horizontal construction gap |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320313422 CN203271124U (en) | 2013-05-31 | 2013-05-31 | Formwork for floor horizontal construction gap |
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| CN203271124U true CN203271124U (en) | 2013-11-06 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201320313422 Expired - Fee Related CN203271124U (en) | 2013-05-31 | 2013-05-31 | Formwork for floor horizontal construction gap |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104099873A (en) * | 2014-07-09 | 2014-10-15 | 中铁四局集团第五工程有限公司 | Horizontal rebar embedding reinforcement formwork and mounting method thereof |
| CN105696631A (en) * | 2016-04-20 | 2016-06-22 | 宝业湖北建工集团有限公司 | Post-cast strip baffle, baffle support system and erection method of support system |
| CN106567537A (en) * | 2016-10-19 | 2017-04-19 | 北京城建北方建设有限责任公司 | Concrete floor manufacturing mold and method |
| CN107447982A (en) * | 2016-05-30 | 2017-12-08 | 五冶集团上海有限公司 | A kind of armored concrete index bed horizontal direction construction joint marching method |
| CN107489269A (en) * | 2017-08-24 | 2017-12-19 | 中国建筑第八工程局有限公司 | Alter-pouring strips mould plate system and its construction method |
| CN107584635A (en) * | 2017-09-13 | 2018-01-16 | 长沙远大住宅工业集团股份有限公司 | A kind of template for concrete prefabricated element shaping |
| CN114439218A (en) * | 2022-01-24 | 2022-05-06 | 五冶集团上海有限公司 | Formwork erecting method for construction joint of compensation shrinkage concrete floor |
-
2013
- 2013-05-31 CN CN 201320313422 patent/CN203271124U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104099873A (en) * | 2014-07-09 | 2014-10-15 | 中铁四局集团第五工程有限公司 | Horizontal rebar embedding reinforcement formwork and mounting method thereof |
| CN105696631A (en) * | 2016-04-20 | 2016-06-22 | 宝业湖北建工集团有限公司 | Post-cast strip baffle, baffle support system and erection method of support system |
| CN105696631B (en) * | 2016-04-20 | 2017-12-29 | 宝业湖北建工集团有限公司 | A kind of erection method of post-cast strip baffle plate, baffle plate support system and support system |
| CN107447982A (en) * | 2016-05-30 | 2017-12-08 | 五冶集团上海有限公司 | A kind of armored concrete index bed horizontal direction construction joint marching method |
| CN107447982B (en) * | 2016-05-30 | 2019-06-14 | 五冶集团上海有限公司 | A kind of armored concrete index bed horizontal direction construction joint marching method |
| CN106567537A (en) * | 2016-10-19 | 2017-04-19 | 北京城建北方建设有限责任公司 | Concrete floor manufacturing mold and method |
| CN106567537B (en) * | 2016-10-19 | 2019-02-01 | 北京城建北方建设有限责任公司 | The production mold and production method of concrete floor |
| CN107489269A (en) * | 2017-08-24 | 2017-12-19 | 中国建筑第八工程局有限公司 | Alter-pouring strips mould plate system and its construction method |
| CN107584635A (en) * | 2017-09-13 | 2018-01-16 | 长沙远大住宅工业集团股份有限公司 | A kind of template for concrete prefabricated element shaping |
| CN114439218A (en) * | 2022-01-24 | 2022-05-06 | 五冶集团上海有限公司 | Formwork erecting method for construction joint of compensation shrinkage concrete floor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131106 Termination date: 20180531 |
