CN202299401U - An assembled structure of building wall formwork - Google Patents
An assembled structure of building wall formwork Download PDFInfo
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- CN202299401U CN202299401U CN2011203176799U CN201120317679U CN202299401U CN 202299401 U CN202299401 U CN 202299401U CN 2011203176799 U CN2011203176799 U CN 2011203176799U CN 201120317679 U CN201120317679 U CN 201120317679U CN 202299401 U CN202299401 U CN 202299401U
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- 238000009415 formwork Methods 0.000 title claims description 14
- 238000010276 construction Methods 0.000 description 21
- 239000004567 concrete Substances 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 239000011083 cement mortar Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
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Abstract
Description
技术领域 technical field
本实用新型涉及一种建筑用模板,特别是指一种应用在框架式结构的建筑物施工过程中,用以制作建筑物墙面的模板。 The utility model relates to a formwork for building, in particular to a formwork used in the construction process of a frame structure building to make the wall surface of the building. the
背景技术 Background technique
众所周知,现在的建筑物多采用框架式的结构,其框架主要是由梁和柱刚性连接的骨架结构,框架式结构所采用的材料主要包括型钢以及钢筋混凝土。框架式结构具有很多的优点,首先,框架式结构所用的钢筋混凝土或型钢有很好的抗压和抗弯能力,因此,可以加大建筑物的空间和高度。其次,其可以减轻建筑物的重量。最后,其有较好的抗震能力以及整体性。正是由于如上所述框架式结构的诸多优点所以现在的建筑物大量采用框架式的结构,但是现在施工人员在进行具体施工建筑墙面的时候其施工步骤一般包括,首先将木板或者其他板体通过钉子或者夹子固定成一整体模具,而后在整体模具中布置钢筋,之后向该整体模具中浇灌混凝土,当混凝土充分凝固之后,施工人员需要借助辅助工具将组成模具的木板或者其他板体依次拆卸下来以完成整体施工。 As we all know, most of the current buildings adopt frame structure, and the frame is mainly a skeleton structure rigidly connected by beams and columns, and the materials used in the frame structure mainly include section steel and reinforced concrete. The frame structure has many advantages. First of all, the reinforced concrete or section steel used in the frame structure has good compression and bending resistance, so the space and height of the building can be increased. Second, it can reduce the weight of the building. Finally, it has better earthquake resistance and integrity. It is precisely because of the many advantages of the above-mentioned frame structure that the current buildings adopt a large number of frame structures, but now the construction personnel generally include the construction steps when carrying out the specific construction of the building wall. It is fixed into a whole mold by nails or clips, and then steel bars are arranged in the whole mold, and then concrete is poured into the whole mold. After the concrete is fully solidified, the construction personnel need to use auxiliary tools to disassemble the wooden boards or other boards that make up the mould. to complete the overall construction. the
上述利用木板或者其他板体通过钉子或者夹子固定成整体模具的施工方法在具体应用的时候具有诸多的缺点现在分别叙述如下:首先,由于是利用木板或者其他板体通过钉子或者夹子固定成整体模具的所以模具的整体精度不高, 模具的准确度或者精度需要施工人员自行判断,这样不利于提升建筑物质量,其次,上述的方式在具体实施的时候拼接成模具的板体的损耗比较大,经常需要不断补充新的板体,从而会增加建筑成本,再次,上述的方式在具体实施的时候施工步骤很不规范,不利于控制建筑物的整体质量。如上所述为传统技术的主要缺点。 The above-mentioned construction method of using wooden boards or other boards to fix the integral mold with nails or clips has many shortcomings in specific applications. Therefore, the overall precision of the mold is not high, and the accuracy or precision of the mold needs to be judged by the construction personnel, which is not conducive to improving the quality of the building. Secondly, the above-mentioned method will cause a relatively large loss of the boards spliced into the mold during the actual implementation. It is often necessary to constantly add new boards, which will increase the construction cost. Again, the above-mentioned method is very irregular in construction steps when it is implemented, which is not conducive to controlling the overall quality of the building. The above-mentioned are the main disadvantages of the conventional technology. the
实用新型内容 Utility model content
本实用新型提供一种建筑墙面模板的拼装结构,利用本实用新型的技术进行建筑物施工可以规范施工步骤,提高建筑质量,而此是为本实用新型的主要目的。 The utility model provides an assembly structure of building wall formwork, and the technology of the utility model can be used for building construction to standardize the construction steps and improve the building quality, which is the main purpose of the utility model. the
本实用新型所采用的技术方案为:一种建筑墙面模板的拼装结构,其包括墙基、内墙以及外墙,该内墙以及该外墙分别架设在该墙基的内外两侧,在该内墙与该外墙之间形成一墙体腔,该墙基的内外两侧分别设置有支撑杆,该支撑杆上开设有连接槽。 The technical scheme adopted by the utility model is: an assembled structure of building wall formwork, which includes a wall base, an inner wall and an outer wall, and the inner wall and the outer wall are respectively erected on the inner and outer sides of the wall base. A wall body cavity is formed between the inner wall and the outer wall, support rods are respectively arranged on the inner and outer sides of the wall base, and connecting grooves are opened on the support rods. the
该内墙包括若干内墙挡板,每一个该内墙挡板下方都设置有卡肋,该内墙挡板的该卡肋插接在该墙基内侧的该支撑杆的该连接槽中,使若干该内墙挡板拼接形成该内墙,该外墙包括若干外墙挡板,每一个该外墙挡板下方都设置有卡肋,该外墙挡板的该卡肋插接在该墙基外侧的该支撑杆的该连接槽中,使若干该外墙挡板拼接形成该外墙。 The inner wall includes a plurality of inner wall baffles, each of which is provided with a card rib under the inner wall baffle, and the card rib of the inner wall baffle is inserted into the connecting groove of the support rod inside the wall base, A plurality of the inner wall baffles are spliced together to form the inner wall, the outer wall includes a plurality of outer wall baffles, each of which is provided with a card rib under the outer wall baffle, and the card rib of the outer wall baffle is inserted into the In the connection groove of the support bar outside the wall base, several of the outer wall baffles are spliced to form the outer wall. the
该建筑墙面模板的拼装结构还包括内墙柱以及外墙柱,该内墙柱以及该外墙柱设置在该框架式结构建筑墙面模板的拐角位置处,该内墙柱的两侧分别连接该内墙挡板,该外墙柱的两侧分别连接该外墙挡板。 The assembled structure of the building wall formwork also includes an inner wall column and an outer wall column. The inner wall column and the outer wall column are arranged at the corners of the frame-type building wall formwork. The inner wall baffle is connected, and the two sides of the outer wall column are respectively connected with the outer wall baffle. the
本实用新型的有益效果为:本实用新型在具体实施的时候首先施工人员需要按照上述结构将本实用新型设置在需要制作墙体的位置,而后向该墙体腔中放置钢筋骨架或者是其他材料的骨架,最后施工人员需要向该墙体腔中浇灌混凝土或者水泥沙浆,在混凝土或者水泥沙浆硬化固定成型之后,施工人员将本实用新型从建筑物的框架式结构上拆下以完成整体的施工步骤,本实用新型安装拆卸方式简单,可以提升建筑质量,大大提升施工效率。 The beneficial effects of the utility model are as follows: when the utility model is implemented, the construction personnel first need to set the utility model at the position where the wall needs to be made according to the above-mentioned structure, and then place the steel bar skeleton or other materials in the wall cavity Finally, construction personnel need to pour concrete or cement mortar into the wall cavity. After the concrete or cement mortar is hardened and fixed, the construction personnel will remove the utility model from the frame structure of the building to complete the overall construction. Step, the installation and disassembly method of the utility model is simple, which can improve the building quality and greatly improve the construction efficiency. the
附图说明 Description of drawings
图1为本实用新型的立体结构示意图。 Fig. 1 is a three-dimensional structure schematic diagram of the present utility model. the
具体实施方式 Detailed ways
如图1所示,一种建筑墙面模板的拼装结构,其包括墙基11、内墙12以及外墙13,该内墙12以及该外墙13分别架设在该墙基11的内外两侧。
As shown in Figure 1, an assembled structure of building wall formwork includes a
在该内墙12与该外墙13之间形成一墙体腔14,施工人员在具体施工的时候将混凝土浇灌至该墙体腔14中凝固形成建筑物的墙体。
A
该墙基11的内外两侧分别设置有支撑杆15,该支撑杆15上开设有连接槽151。
The inner and outer sides of the
该内墙12包括若干内墙挡板121,每一个该内墙挡板121下方都设置有卡肋。
The
该内墙挡板121的该卡肋插接在该墙基11内侧的该支撑杆15的该连接槽151中,使若干该内墙挡板121拼接形成该内墙12。
The rib of the
该外墙13包括若干外墙挡板131,每一个该外墙挡板131下方都设置有卡肋。
The
该外墙挡板131的该卡肋插接在该墙基11外侧的该支撑杆15的该连接槽151中,使若干该外墙挡板131拼接形成该外墙13。
The rib of the
该建筑墙面模板的拼装结构还包括内墙柱16以及外墙柱17,该内墙柱16以及该外墙柱17设置在该框架式结构建筑墙面模板的拐角位置处。
The assembled structure of the building wall formwork also includes an
该内墙柱16的两侧分别连接该内墙挡板121,该外墙柱17的两侧分别连接该外墙挡板131。
Both sides of the
本实用新型在具体使用的时候,首先施工人员需要按照上述结构将本实用新型设置在需要制作墙体的位置,而后向该墙体腔14中放置钢筋骨架或者是其他材料的骨架,最后施工人员需要向该墙体腔14中浇灌混凝土或者水泥沙浆,在混凝土或者水泥沙浆硬化固定成型之后,施工人员将本实用新型从建筑物的框架式结构上拆下以完成整体的施工步骤。
When the utility model is in use, firstly the construction personnel need to set the utility model at the position where the wall needs to be made according to the above structure, then place a steel bar skeleton or a skeleton of other materials in the
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| Application Number | Priority Date | Filing Date | Title |
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| CN2011203176799U CN202299401U (en) | 2011-08-18 | 2011-08-18 | An assembled structure of building wall formwork |
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| Application Number | Priority Date | Filing Date | Title |
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| CN2011203176799U CN202299401U (en) | 2011-08-18 | 2011-08-18 | An assembled structure of building wall formwork |
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| CN202299401U true CN202299401U (en) | 2012-07-04 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104806008A (en) * | 2015-03-10 | 2015-07-29 | 山东电力工程咨询院有限公司 | General composite steel formwork device for concrete firewall and assembly method thereof |
| CN105625458A (en) * | 2016-03-01 | 2016-06-01 | 沈阳建筑大学 | Concrete-slab-poured cross-shaped foundation of separate house |
| CN105625455A (en) * | 2016-03-01 | 2016-06-01 | 沈阳建筑大学 | Concrete slab poured L-shaped foundation for detached house |
| CN105735333A (en) * | 2016-03-01 | 2016-07-06 | 沈阳建筑大学 | Concrete slab pouring separate house T-shaped foundation |
| CN105970986A (en) * | 2016-05-24 | 2016-09-28 | 广西建工集团第三建筑工程有限责任公司 | Assembled type GRC board moulding bed for foundation pit or foundation trench and construction method thereof |
| CN107165158A (en) * | 2017-05-26 | 2017-09-15 | 神翼航空器科技(天津)有限公司 | The method that the mud produced using basement subsidence process makes wall |
-
2011
- 2011-08-18 CN CN2011203176799U patent/CN202299401U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104806008A (en) * | 2015-03-10 | 2015-07-29 | 山东电力工程咨询院有限公司 | General composite steel formwork device for concrete firewall and assembly method thereof |
| CN105625458A (en) * | 2016-03-01 | 2016-06-01 | 沈阳建筑大学 | Concrete-slab-poured cross-shaped foundation of separate house |
| CN105625455A (en) * | 2016-03-01 | 2016-06-01 | 沈阳建筑大学 | Concrete slab poured L-shaped foundation for detached house |
| CN105735333A (en) * | 2016-03-01 | 2016-07-06 | 沈阳建筑大学 | Concrete slab pouring separate house T-shaped foundation |
| CN105970986A (en) * | 2016-05-24 | 2016-09-28 | 广西建工集团第三建筑工程有限责任公司 | Assembled type GRC board moulding bed for foundation pit or foundation trench and construction method thereof |
| CN107165158A (en) * | 2017-05-26 | 2017-09-15 | 神翼航空器科技(天津)有限公司 | The method that the mud produced using basement subsidence process makes wall |
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Granted publication date: 20120704 Termination date: 20120818 |