CN207538061U - A kind of foundation forms for independent bearing platform construction - Google Patents
A kind of foundation forms for independent bearing platform construction Download PDFInfo
- Publication number
- CN207538061U CN207538061U CN201721501751.7U CN201721501751U CN207538061U CN 207538061 U CN207538061 U CN 207538061U CN 201721501751 U CN201721501751 U CN 201721501751U CN 207538061 U CN207538061 U CN 207538061U
- Authority
- CN
- China
- Prior art keywords
- main body
- height
- length
- formwork
- slot
- 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
Links
Landscapes
- Foundations (AREA)
Description
技术领域technical field
本实用新型涉及一种承台模板,具体涉及一种用于独立承台建筑施工用的基础模板。The utility model relates to a cap formwork, in particular to a foundation formwork used for building construction of an independent cap platform.
背景技术Background technique
在现场浇筑独立承台的建筑施工中,模板工程是混凝土成型施工中的一个十分重要的组成部分,要求它能保证工程结构和构件的形状、尺寸和相互位置的准确、标准,能够承受荷载和侧压力,具有足够的强度、刚度和稳定性,装拆方便,并便于实际操作和安装,表面平整、光洁、整齐,拼接缝严密不漏浆等性能。现有的用于独立承台施工的模板在转角处需要通过角铁等连接件进行锁紧连接,因此,承台模板工程成为结构施工中量大且周转频繁的重要分项工程,其技术要求和安全状况亦成为施工技术与安全监督的重点和难点。In the building construction of pouring independent caps on site, the form work is a very important part of the concrete forming construction. It is required to ensure that the shape, size and mutual position of the engineering structure and components are accurate and standard, and can bear loads and Side pressure, with sufficient strength, rigidity and stability, easy assembly and disassembly, and convenient for actual operation and installation, smooth, clean and tidy surface, tight joints and no leakage of slurry. The existing formwork used for the construction of independent caps needs to be locked and connected by angle irons and other connectors at the corners. Therefore, the caps formwork project has become an important sub-item project with large quantities and frequent turnover in structural construction. Its technical requirements Safety and security conditions have also become the focus and difficulty of construction technology and safety supervision.
实用新型内容Utility model content
本实用新型的目的在于针对上述技术问题提出一种结构简单,成本低廉,施工方便的用于独立承台施工的基础模板。The purpose of this utility model is to propose a simple structure, low cost and convenient construction foundation formwork for the construction of independent caps in view of the above technical problems.
本实用新型解决上述技术问题所采用的技术方案为:一种用于独立承台施工的基础模板,包括至少由预制板构成的主体以及设于该主体的一端的第一连接部以及设于该主体的另一端的第二连接部;所述主体的长度与独立承台的高度相匹配,所述长度与独立承台的侧面尺寸相匹配;所述第一连接部包括凸出设于主体端部的端部插件;所述第二连接部包括凹陷设于主体端部的且与所述端部插件相匹配的端部卡槽。The technical solution adopted by the utility model to solve the above-mentioned technical problems is: a foundation template for the construction of an independent platform, including a main body composed of at least prefabricated panels, a first connecting part arranged at one end of the main body and a first connecting part arranged at the end of the main body. The second connecting part at the other end of the main body; the length of the main body matches the height of the independent platform, and the length matches the side dimension of the independent platform; the first connecting part includes a protrusion provided at the main body end The end plug-in part; the second connecting part includes an end card slot which is recessed at the end of the main body and matched with the end plug-in.
在本实用新型中,所述基础模板内设有结构加强件。In the utility model, structural reinforcements are arranged inside the basic template.
在本实用新型中,所述端部插件的长度与所述端部卡槽的深度相同,所述端部插件的高度小于所述端部卡槽的高度。In the present invention, the length of the end insert is the same as the depth of the end slot, and the height of the end insert is smaller than the height of the end slot.
在本实用新型中,所述主体的长度不大于2m。In the present utility model, the length of the main body is not greater than 2m.
在本实用新型中,所述端部插件的长度为80mm,所述端部插件的高度为180mm;所述端部卡槽的深度为80mm,所述端部卡槽的高度为200mm。In the present utility model, the length of the end insert is 80 mm, and the height of the end insert is 180 mm; the depth of the end slot is 80 mm, and the height of the end slot is 200 mm.
在本实用新型中,所述主体的外侧面设有至少一个吊环。In the present utility model, at least one suspension ring is provided on the outer surface of the main body.
在本实用新型中,所述主体的两端分别设有一个吊环。In the utility model, two ends of the main body are respectively provided with a suspension ring.
本实用新型记载的基础模板适用于独立承台、基础承台以及条形基础的施工,以代替传统基础砖胎模,该基础模板可以在预制板模板工厂集中加工制造,然后运输到施工现场进行拼装即可,具有结构简单,成本低廉,施工方便,并且表面平整度好,可以极大地缩短施工时间。The foundation formwork recorded in this utility model is suitable for the construction of independent caps, foundation caps and strip foundations to replace traditional foundation brick tire molds. The foundation formwork can be processed and manufactured in a prefabricated slab formwork factory, and then transported to the construction site for construction. It can be assembled, has the advantages of simple structure, low cost, convenient construction, and good surface smoothness, which can greatly shorten the construction time.
附图说明Description of drawings
图1为本实用新型一实施例中的基础模板的立面结构示意图;Fig. 1 is the elevation structure schematic diagram of the basic template in an embodiment of the utility model;
图2为本实用新型一实施例中的基础模板的俯视结构示意图。Fig. 2 is a schematic top view of the basic formwork in an embodiment of the present invention.
具体实施方式Detailed ways
为了更清楚地说明本实用新型的技术方案,以下结合附图及实施例,对本实用新型的技术方案进行进一步详细说明,显而易见地,下面描述仅仅是本实用新型的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些实施例获得其他的实施例。In order to illustrate the technical solution of the utility model more clearly, the technical solution of the utility model is further described in detail below in conjunction with the accompanying drawings and embodiments. Obviously, the following descriptions are only some embodiments of the utility model. For those skilled in the art, other embodiments can also be obtained according to these embodiments without paying creative efforts.
参照图1、图2,一种用于独立承台施工的基础模板,用于代替传统基础砖胎模;具体的,该基础模板包括至少由预制板构成的主体1以及设于该主体1的一端的第一连接部以及设于该主体1的另一端的第二连接部;主体1的高度与独立承台的高度相匹配,长度与独立承台的侧面尺寸相匹配;第一连接部包括凸出设于主体1端部的端部插件2;第二连接部包括凹陷设于主体1端部的且与端部插件2相匹配的端部卡槽3。在预制板模板工厂加工时,基础模板的高度可以根据独立承台的尺寸进行调整预制,一般情况下,一块基础模板对应独立承台的一个侧面。在预制板模板工厂加工完毕后,通过车辆运输至施工现场进行安装。基础模板在预制板模板厂浇筑成型后覆膜养护,并且养护时间不得少于7天。基础模板的端部插件2可以插入相邻基础模板的端部卡槽3内,形成无缝连接,进而拼装完成。Referring to Fig. 1 and Fig. 2, a foundation template for the construction of an independent platform is used to replace the traditional foundation brick tire mold; specifically, the foundation template includes a main body 1 composed of at least prefabricated panels and a The first connecting part at one end and the second connecting part at the other end of the main body 1; the height of the main body 1 matches the height of the independent platform, and the length matches the side dimension of the independent platform; the first connecting part includes The end insert 2 protrudes from the end of the main body 1 ; the second connecting portion includes an end slot 3 that is recessed in the end of the main body 1 and matches the end insert 2 . When processing in the prefabricated slab formwork factory, the height of the base formwork can be adjusted and prefabricated according to the size of the independent platform. Generally, one base formwork corresponds to one side of the independent platform. After the prefabricated panel template factory is processed, it will be transported by vehicle to the construction site for installation. The basic formwork shall be cured after pouring and molding in the prefabricated slab formwork factory, and the curing time shall not be less than 7 days. The end insert 2 of the basic formwork can be inserted into the end slot 3 of the adjacent basic formwork to form a seamless connection, and then the assembly is completed.
在一具体实施例中,基础模板内配置有结构加强件。具体的,该结构加强件至少由间隔设置的钢筋组成的钢筋网片,并靠近基础模板的外侧设置。钢筋直径为8mm,相邻钢筋间隔距离为200mm。In a specific embodiment, structural reinforcements are disposed within the base formwork. Specifically, the structural reinforcement is at least a reinforcement mesh composed of steel bars arranged at intervals, and is arranged close to the outer side of the foundation template. The steel bar diameter is 8mm, and the distance between adjacent steel bars is 200mm.
在一具体实施例中,端部插件2的长度与端部卡槽3的深度相同,端部插件2的高度小于端部卡槽3的高度。即相邻基础模板之间的端部插件2和端部卡槽3可以相互卡合匹配,而端部插件2的高度略小于端部卡槽3的高度,可以保证端部插件2可以顺利卡入端部卡槽3内。In a specific embodiment, the length of the end insert 2 is the same as the depth of the end slot 3 , and the height of the end insert 2 is smaller than the height of the end slot 3 . That is, the end inserts 2 and the end card slots 3 between adjacent basic templates can be engaged and matched with each other, and the height of the end inserts 2 is slightly smaller than the height of the end card slots 3, which can ensure that the end inserts 2 can be smoothly locked. Insert it into the end card slot 3.
在一具体实施例中,由于基础模板采用预制板结构的主体1,受限于预制板的结构强度,主体1的高度不大于2m。In a specific embodiment, since the basic template adopts the main body 1 of the prefabricated slab structure, the height of the main body 1 is not greater than 2m due to the structural strength of the prefabricated slab.
在一具体实施例中,在主体1高度不超过2m的前提下,端部插件2的长度为80mm,端部插件2的高度为180mm;端部卡槽3的深度为80mm,端部卡槽3的高度为200mm。优选的,基础模板的厚度也为80mm;即基础模板的厚度与端部插件的长度及端部卡槽的深度尺寸一致,进而保证相邻基础模板之间的无缝连接。In a specific embodiment, on the premise that the height of the main body 1 does not exceed 2m, the length of the end insert 2 is 80mm, the height of the end insert 2 is 180mm; the depth of the end slot 3 is 80mm, and the end slot 3 has a height of 200mm. Preferably, the thickness of the base template is also 80 mm; that is, the thickness of the base template is consistent with the length of the end insert and the depth of the end slot, thereby ensuring seamless connection between adjacent base templates.
在一具体实施例中,基础模板具有较大的面积及重量,在拼装时需要借助吊装设备进行,为此,主体1的外侧面设有至少一个吊环4。优选的,为便于吊装,主体1的两端分别设有一个吊环4,以保证吊装过程的平稳。In a specific embodiment, the basic template has a relatively large area and weight, and it needs to be assembled with the help of hoisting equipment. Therefore, at least one lifting ring 4 is provided on the outer surface of the main body 1 . Preferably, for the convenience of hoisting, two ends of the main body 1 are respectively provided with a hoisting ring 4 to ensure a smooth hoisting process.
本实用新型记载的基础模板适用于独立承台、基础承台以及条形基础的施工,以代替传统基础砖胎模,该基础模板可以在预制板模板工厂集中加工制造,然后运输到施工现场进行拼装即可,具有结构简单,成本低廉,施工方便,并且表面平整度好,可以极大地缩短施工时间。The foundation formwork recorded in this utility model is suitable for the construction of independent caps, foundation caps and strip foundations to replace traditional foundation brick tire molds. The foundation formwork can be processed and manufactured in a prefabricated slab formwork factory, and then transported to the construction site for construction. It can be assembled, has the advantages of simple structure, low cost, convenient construction, and good surface smoothness, which can greatly shorten the construction time.
以上所述仅是本实用新型的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以作出若干改进和润饰,这些改进和润饰也应视为本实用新型的保护范围。The above is only a preferred embodiment of the utility model, it should be pointed out that for those of ordinary skill in the art, without departing from the principle of the utility model, some improvements and modifications can also be made. These improvements and modifications It should also be regarded as the protection scope of the present utility model.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721501751.7U CN207538061U (en) | 2017-11-13 | 2017-11-13 | A kind of foundation forms for independent bearing platform construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721501751.7U CN207538061U (en) | 2017-11-13 | 2017-11-13 | A kind of foundation forms for independent bearing platform construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207538061U true CN207538061U (en) | 2018-06-26 |
Family
ID=62613262
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721501751.7U Expired - Fee Related CN207538061U (en) | 2017-11-13 | 2017-11-13 | A kind of foundation forms for independent bearing platform construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207538061U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114434630A (en) * | 2022-01-25 | 2022-05-06 | 深圳市科筑建筑科技有限公司 | Nomadic production method for prefabricated components of fabricated building |
-
2017
- 2017-11-13 CN CN201721501751.7U patent/CN207538061U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114434630A (en) * | 2022-01-25 | 2022-05-06 | 深圳市科筑建筑科技有限公司 | Nomadic production method for prefabricated components of fabricated building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105937302B (en) | Application of a curved wall formwork system in concrete pouring | |
| CN205276856U (en) | Combined -type building template | |
| CN206128374U (en) | A body structure right angle wall body mortar module and right angle wall body of pouring into a mould with wall body module | |
| CN206562768U (en) | Arc beams formwork system | |
| CN105239779A (en) | Construction method of core tube and core tube | |
| CN201671323U (en) | Combination formwork for building walls | |
| CN207538061U (en) | A kind of foundation forms for independent bearing platform construction | |
| CN206346484U (en) | A kind of architecture Standards cast-in-situ wall integral mold plate | |
| CN103850263A (en) | Precast brick molding bed | |
| CN205224288U (en) | Connection node of reinforced concrete superposed beam and steel pipe column | |
| CN210685368U (en) | Convenient reinforcing complete die set for concrete wall formworks on two sides of deformation joint | |
| CN208792764U (en) | A kind of stock mould for concrete-constituted pile | |
| CN205314161U (en) | Shaft runner template | |
| CN205976477U (en) | Formula of sinking bathroom hangs mould device | |
| CN202727092U (en) | Plugging device for position of straight rib of side mold of precast concrete component of wall | |
| CN206189650U (en) | Prefabricated exterior wall board seam connecting piece | |
| CN206707274U (en) | A kind of cross beam mould shape steel form | |
| CN204590605U (en) | Building steel door and window hole large form | |
| CN208220200U (en) | L-type Quick Release Easy disassembling mould | |
| CN204356915U (en) | The self waterproof structure that steel pipe column is crossing with concrete of basement exterior wall | |
| CN206667744U (en) | A kind of basement roof post-cast strip side template support system | |
| CN201354512Y (en) | Single silo slip form construction device | |
| CN205777491U (en) | A kind of building body beam-column joint connecting structure | |
| CN207419714U (en) | A new type of steel plate structure with embedded parts for fixed tie bars | |
| CN2934421Y (en) | Wall made of concrete hollow panel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180626 Termination date: 20201113 |