CN204590605U - Building steel door and window hole large form - Google Patents
Building steel door and window hole large form Download PDFInfo
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- CN204590605U CN204590605U CN201520244291.9U CN201520244291U CN204590605U CN 204590605 U CN204590605 U CN 204590605U CN 201520244291 U CN201520244291 U CN 201520244291U CN 204590605 U CN204590605 U CN 204590605U
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Abstract
本实用新型专利名称为:建筑钢制门窗洞口大模板,建筑施工领域墙体及门窗洞口处的一种新型模板,解决了剪力墙门窗洞口模板不易固定、结构门窗洞口易变形等问题,大大减少因门窗洞口变形带来的二次剔凿,提高剪力墙结构施工质量。新型模板体系通过对全钢大模板的改装,将大模板洞口部位开洞,同时洞口四边予以钢侧模封边,形成全钢模板洞口,使模板的变形和洞口的位置得以保证。
The patent name of the utility model is: large template for building steel door and window openings, a new type of template for walls and door and window openings in the field of construction, which solves the problems that the shear wall door and window opening templates are not easy to fix, and the structural door and window openings are easy to deform. Reduce the secondary chiseling caused by the deformation of the door and window openings, and improve the construction quality of the shear wall structure. The new formwork system is through the modification of the all-steel large formwork, opening the opening of the large formwork, and at the same time sealing the four sides of the opening with steel side molds to form the opening of the all-steel formwork, so that the deformation of the formwork and the position of the opening can be guaranteed.
Description
技术领域technical field
本实用新型为建筑施工领域墙体及门窗洞口处的一种新型模板。The utility model relates to a novel formwork for walls and openings of doors and windows in the field of building construction.
背景技术Background technique
目前,全钢大模板应用广泛,在工程中,门窗洞口处传统木质内模易出现跑模、变形、阴阳角混凝土成型质量差等现象,同时因此带来的二次剔凿及修补工作量也相应加大,混凝土成型质量也无法保证。在这种背景下,建筑钢制门窗洞口大模板应运而生。At present, all-steel large formwork is widely used. In engineering, the traditional wooden inner formwork at the door and window openings is prone to mold runout, deformation, and poor quality of concrete forming at the inner and outer corners. Correspondingly increased, the quality of concrete molding can not be guaranteed. In this context, large templates for building steel doors and windows came into being.
发明内容Contents of the invention
本实用新型的目的是设计出一种替代门窗洞口处内置木模的模板体系,有效解决门窗洞口处混凝土成型质量差等问题,具有施工质量好、速度快、周转能力强等优点。该模板体系主要由平模、角模、梁模、侧模、洞口模板几部分组成,其相互连接方式有子母口搭接、螺栓连接、专用连接器连接、卡扣式连接,使之成为一个整体。门窗洞口处采用钢板作为侧模,采用螺栓连接,墙柱两侧的模板由三排螺栓对拉固定,使模板内部成为一个封闭整体,最终进行墙体各个部位混凝土的浇筑。The purpose of this utility model is to design a formwork system that replaces the built-in wooden formwork at the door and window openings, effectively solve the problems of poor concrete molding quality at the door and window openings, and has the advantages of good construction quality, fast speed, and strong turnover capacity. The formwork system is mainly composed of flat formwork, angle formwork, beam formwork, side formwork, and hole formwork. The interconnection methods include lap joints, bolt connections, special connector connections, and snap-in connections to make it a whole. . The door and window openings use steel plates as side forms and are connected by bolts. The forms on both sides of the wall columns are fixed by three rows of bolts, so that the inside of the formwork becomes a closed whole, and finally the concrete pouring of each part of the wall is carried out.
附图说明Description of drawings
图1是本实用新型的使用状态结构示意图。Fig. 1 is a schematic diagram of the structure of the utility model in use.
图2是建筑钢制门窗洞口大模板洞口钢侧板示意图。Fig. 2 is a schematic diagram of the steel side plate of the large formwork opening of the building steel door and window opening.
建筑钢制门窗洞口大模板由下列部件组成:1:支腿;2:平模;3:6mm厚钢板;4:8#槽钢;5:10#槽钢;6:穿墙螺栓;7:螺栓;8:8mm厚钢侧板;9:透气孔。The large formwork for building steel doors and windows is composed of the following components: 1: Outrigger; 2: Flat form; 3: 6mm thick steel plate; 4: 8# channel steel; 5: 10# channel steel; 6: Wall bolts; 7: Bolt; 8: 8mm thick steel side plate; 9: ventilation holes.
具体实施方案specific implementation plan
本发明建筑钢制门窗洞口大模板适用于高层、超高层框架剪力墙结构、剪力墙结构洞口部位混凝土施工。The large formwork for openings of building steel doors and windows is suitable for high-rise and super high-rise frame shear wall structures and concrete construction at openings of shear wall structures.
下面,结合图1、图2对本发明的工艺原理做出具体说明:Below, in conjunction with Fig. 1, Fig. 2, process principle of the present invention is made concrete description:
首先,利用起重设备将内墙角模就位,随后吊装内墙平模②并进行安装,平模之间、平模与角模之间采用子母口搭接。平模②面板采用6mm钢板③,竖肋采用8#槽钢④,模板的横背楞采用双向10#槽钢⑤,穿墙螺栓⑥从两根槽钢的空档穿过。Firstly, use the lifting equipment to place the inner wall corner formwork in place, and then hoist the inner wall flat formwork ② and install it. The joints between the flat formwork and the flat formwork and the angle formwork are overlapped. The panel of the flat form ② is made of 6mm steel plate ③, the vertical rib is made of 8# channel steel ④, the horizontal back of the formwork is made of two-way 10# channel steel ⑤, and the wall bolt ⑥ passes through the gap between the two channel steels.
其次,再按相同施工方法分别进行外墙角模、外墙平模②的安装。为保证门窗口模板安装的精度,应对安装完成后的模板进行加固及校正。Secondly, according to the same construction method, install the external wall corner formwork and the external wall flat formwork ② respectively. In order to ensure the accuracy of door and window formwork installation, the formwork after installation should be reinforced and corrected.
随后,进行门窗洞口部位模板的安装,门窗洞口处用8mm钢侧板⑧作为侧模,采用螺栓⑦连接,墙柱两侧的模板由三排螺栓⑦对拉固定,使模板内部成为一个封闭整体。Then, install the formwork at the opening of the door and window. The 8mm steel side plate ⑧ is used as the side formwork at the opening of the door and window, and the bolt ⑦ is used to connect the formwork on both sides of the wall column. .
最后,在浇筑完混凝土即将达到终凝前,松螺杆螺栓,待混凝土强度达到1.2Mpa时,即可拆模。Finally, before the final setting of the concrete is poured, the screw and bolts are loosened, and the formwork can be removed when the concrete strength reaches 1.2Mpa.
总之,本实用新型具有结构简单,施工速度快,能大幅度提高混凝土成型质量,降低施工成本,省工省力。可推广使用。In a word, the utility model has the advantages of simple structure, fast construction speed, can greatly improve the quality of concrete forming, reduce construction cost, and save labor and labor. Available for promotion.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520244291.9U CN204590605U (en) | 2015-04-22 | 2015-04-22 | Building steel door and window hole large form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520244291.9U CN204590605U (en) | 2015-04-22 | 2015-04-22 | Building steel door and window hole large form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204590605U true CN204590605U (en) | 2015-08-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520244291.9U Expired - Fee Related CN204590605U (en) | 2015-04-22 | 2015-04-22 | Building steel door and window hole large form |
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| Country | Link |
|---|---|
| CN (1) | CN204590605U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878931A (en) * | 2015-06-05 | 2015-09-02 | 北京城建北方建设有限责任公司 | Construction method for erecting opening formwork without using wooden inner formwork |
| CN108019036A (en) * | 2017-12-12 | 2018-05-11 | 湖南好快省建筑科技有限公司 | External corner aluminum alloy pattern plate system |
-
2015
- 2015-04-22 CN CN201520244291.9U patent/CN204590605U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878931A (en) * | 2015-06-05 | 2015-09-02 | 北京城建北方建设有限责任公司 | Construction method for erecting opening formwork without using wooden inner formwork |
| CN108019036A (en) * | 2017-12-12 | 2018-05-11 | 湖南好快省建筑科技有限公司 | External corner aluminum alloy pattern plate system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: Xu Longdi Document name: Notice of Termination of Patent Rights |
|
| 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: 20150826 |