CN206957200U - Exempt from wall form bracing system of perforating - Google Patents

Exempt from wall form bracing system of perforating Download PDF

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Publication number
CN206957200U
CN206957200U CN201720898845.6U CN201720898845U CN206957200U CN 206957200 U CN206957200 U CN 206957200U CN 201720898845 U CN201720898845 U CN 201720898845U CN 206957200 U CN206957200 U CN 206957200U
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wall
vertical
perforation
horizontal
keels
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刘玉彬
姚璐
郭剑飞
弭双山
赵继刚
白晗
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BEIJING CONSTRUCTION ENGINEERING GROUP BOHAI CONSTRUCTION Co Ltd
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BEIJING CONSTRUCTION ENGINEERING GROUP BOHAI CONSTRUCTION Co Ltd
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Abstract

本实用新型公开了一种免穿孔墙体模板支撑体系,其技术方案要点是包括至少两个支撑面,所述支撑面由若干模板拼接形成网格状结构,相邻的模板之间相互贴合或形成间隙,支撑面的外侧设置有横龙骨和竖龙骨,缝隙内穿设穿墙螺栓,穿墙螺栓的两端均用螺母紧固贴合于两横龙骨或两竖龙骨之间,相邻穿墙螺栓之间的间隙填塞有填缝条。本实用新型解决了现有的墙体模板支撑体系使用过程中模板易损坏的问题。

The utility model discloses a perforation-free wall formwork support system. The main point of the technical scheme is to include at least two support surfaces, the support surfaces are spliced by a plurality of formworks to form a grid structure, and the adjacent formworks are bonded to each other. Or form a gap, the outer side of the support surface is provided with a horizontal keel and a vertical keel, the wall bolts are pierced in the gap, and the two ends of the wall bolts are fastened and fitted between the two horizontal keels or two vertical keels with nuts. The gaps between the wall bolts are filled with caulking strips. The utility model solves the problem that the formwork is easily damaged during the use of the existing wall formwork support system.

Description

免穿孔墙体模板支撑体系Perforation-free wall formwork support system

技术领域technical field

本实用新型涉及建筑施工领域,更具体的说,它涉及一种免穿孔墙体模板支撑体系。The utility model relates to the field of building construction, in particular to a perforation-free wall template support system.

背景技术Background technique

目前,国内大部分工程混凝土墙体采用木模施工时普遍采用穿孔模板面板及对拉螺栓体系。常规木模施工缺点明显,面板穿孔后易损坏,周转次数降低,对于木材消耗量大,会不可避免的造成资源浪费和环境破坏。木模施工时能否采用合理有效的方法减少或者避免模板面板穿孔将成为各施工单位急需解决的问题。At present, most of the domestic engineering concrete walls are generally constructed with perforated formwork panels and pull bolt systems when wooden formwork is used. Conventional wood formwork construction has obvious disadvantages. The panels are easily damaged after being perforated, and the number of turnovers is reduced. The consumption of wood is large, which will inevitably cause waste of resources and environmental damage. Whether or not reasonable and effective methods can be used to reduce or avoid formwork panel perforation during wood formwork construction will become an urgent problem for all construction units.

实用新型内容Utility model content

针对现有技术存在的不足,本实用新型的目的在于提供一种免穿孔墙体模板支撑体系,其通过拼接式的体系减少对模板的损坏。Aiming at the deficiencies in the prior art, the purpose of this utility model is to provide a perforation-free wall formwork support system, which reduces damage to the formwork through a spliced system.

为实现上述目的,本实用新型提供了如下技术方案:一种免穿孔墙体模板支撑体系,包括至少两个支撑面,所述支撑面由若干模板拼接形成网格状结构,相邻的模板之间相互贴合或形成间隙,支撑面的外侧设置有横龙骨和竖龙骨,缝隙内穿设穿墙螺栓,穿墙螺栓的两端均用螺母紧固贴合于两横龙骨或两竖龙骨之间,相邻穿墙螺栓之间的间隙填塞有填缝条。In order to achieve the above purpose, the utility model provides the following technical solutions: a perforation-free wall formwork support system, including at least two support surfaces, the support surfaces are spliced by a number of formwork to form a grid structure, and the adjacent formwork The outer side of the support surface is provided with horizontal keels and vertical keels, and wall-through bolts are placed in the gaps. Both ends of the wall-through bolts are fastened and fitted between the two horizontal keels or the two vertical keels with nuts. The gaps between adjacent wall-through bolts are filled with caulking strips.

通过采用上述技术方案,将穿墙螺栓穿过相邻模板形成的间隙,不会对模板本身造成损坏,再利用穿墙螺栓、螺母、横龙骨和竖龙骨的配合实现对模板的固定。这种支撑体系降低了对模板的破坏,提高了模板的周转次数,减少了木材消耗,保护了木材资源,起到保护资源和环境的积极效果。By adopting the above-mentioned technical scheme, passing the wall-through bolt through the gap formed by the adjacent formwork will not cause damage to the formwork itself, and then the formwork can be fixed by using the cooperation of the wall-through bolt, nut, horizontal keel and vertical keel. This support system reduces the damage to the formwork, improves the turnover times of the formwork, reduces wood consumption, protects wood resources, and plays a positive role in protecting resources and the environment.

较佳的,水平方向上,相邻的模板紧密贴合;竖直方向上,相邻的模板形成所述间隙。Preferably, in the horizontal direction, the adjacent formworks are in close contact; in the vertical direction, the adjacent formworks form the gap.

通过采用上述技术方案,使得模板拼接成的整体结构整齐统一,形成的结构受力更加稳定,提高了整个体系的稳定性。By adopting the above technical solution, the overall structure formed by splicing templates is neat and unified, and the formed structure is more stable in force, which improves the stability of the entire system.

较佳的,所述竖龙骨的底部设置有用于支撑竖龙骨的刚性支撑件。Preferably, the bottom of the vertical keel is provided with a rigid support for supporting the vertical keel.

通过采用上述技术方案,对竖龙骨起到良好的支撑作用,减小了竖龙骨直接支撑于地面不稳定性的概率。By adopting the above-mentioned technical scheme, the vertical keel can be well supported, and the probability of instability of the vertical keel directly supporting the ground is reduced.

较佳的,所述刚性支撑件为角钢,所述角钢的水平面置于基层上并用于支撑竖龙骨,所述角钢的竖直面贴合于模板一侧。Preferably, the rigid support is an angle steel, the horizontal surface of the angle steel is placed on the base layer and used to support the vertical keel, and the vertical surface of the angle steel is attached to one side of the formwork.

通过采用上述技术方案,角钢的结构简单,成本低,并且角钢的水平面能够用于支撑竖龙骨,竖直面与模板贴合能够填补模板与基层之间的缝隙,从而更有利于浇筑混凝土。By adopting the above technical solution, the structure of the angle steel is simple and the cost is low, and the horizontal surface of the angle steel can be used to support the vertical keel, and the vertical surface can be attached to the formwork to fill the gap between the formwork and the base, which is more conducive to pouring concrete.

较佳的,所述穿墙螺栓的两端套设有刚性垫,所述刚性垫位于所述螺母内侧。Preferably, both ends of the wall-through bolt are sleeved with rigid pads, and the rigid pads are located inside the nuts.

通过采用上述技术方案,提高螺母与穿墙螺栓连接对横龙骨或竖龙骨的紧固性。By adopting the above technical scheme, the fastness of the connection between the nut and the through-wall bolt to the horizontal keel or the vertical keel is improved.

较佳的,所述刚性垫中部穿设于穿墙螺栓,两端向外延伸并夹持于两横龙骨或两竖龙骨。Preferably, the middle part of the rigid pad is passed through the wall bolts, and the two ends extend outward and are clamped by two horizontal keels or two vertical keels.

通过采用上述技术方案,在刚性垫两端的夹持下,避免两横龙骨或两竖龙骨相互远离,从而提高其结构稳定性。By adopting the above technical solution, under the clamping of the two ends of the rigid pad, the two horizontal keels or the two vertical keels are prevented from moving away from each other, thereby improving its structural stability.

综上所述,本实用新型相比于现有技术具有以下有益效果:本实用新型降低了对模板的破坏,提高了模板的周转次数,减少了木材消耗,保护了木材资源,起到保护资源和环境的积极效果。另外,本实用新型具有结构稳定的效果。In summary, compared with the prior art, the utility model has the following beneficial effects: the utility model reduces the damage to the formwork, improves the turnover times of the formwork, reduces wood consumption, protects wood resources, and protects resources. and positive effects on the environment. In addition, the utility model has the effect of structural stability.

附图说明Description of drawings

图1为实施例的结构示意图;Fig. 1 is the structural representation of embodiment;

图2为图1的A部放大示意图;FIG. 2 is an enlarged schematic diagram of part A of FIG. 1;

图3为图1的B部放大示意图。FIG. 3 is an enlarged schematic diagram of part B of FIG. 1 .

图中:1、模板;2、横龙骨;3、竖龙骨;4、穿墙螺栓;5、螺母;6、角钢;7、刚性垫;8、基层;9、填缝条。In the figure: 1. Template; 2. Horizontal keel; 3. Vertical keel; 4. Wall-through bolt; 5. Nut; 6. Angle steel; 7. Rigid pad; 8. Base layer;

具体实施方式Detailed ways

下面结合附图对本实用新型作进一步详细说明。Below in conjunction with accompanying drawing, the utility model is described in further detail.

实施例:一种免穿孔墙体模板1支撑体系,用于浇筑混凝土结构,参见图1,其包括两个对称的支撑面,支撑面由若干的模板1拼接形成网格状结构,模板1一般为木模。在水平方向上,相邻的模板1紧密贴合;在竖直方向上,相邻的模板1形成间隙。支撑面的外侧设置有横龙骨2和竖龙骨3,横龙骨2选用圆钢管,竖龙骨3选用方钢管。缝隙内穿设穿墙螺栓4,穿墙螺栓4的两端均用螺母5紧固贴合于两横龙骨2之间。Embodiment: a support system of a perforation-free wall formwork 1, which is used for pouring concrete structures, as shown in Figure 1, it includes two symmetrical support surfaces, and the support surfaces are spliced by several formworks 1 to form a grid structure. The formwork 1 generally For wooden molds. In the horizontal direction, the adjacent templates 1 are closely attached; in the vertical direction, the adjacent templates 1 form a gap. The outside of the support surface is provided with a horizontal keel 2 and a vertical keel 3, the horizontal keel 2 is selected from a round steel pipe, and the vertical keel 3 is selected from a square steel pipe. Wall-through bolts 4 are installed in the gaps, and both ends of the wall-through bolts 4 are fastened and fitted between the two transverse keels 2 with nuts 5 .

参见图2,在螺母5的内侧设置有刚性垫7,该刚性垫7呈山字状结构,中间凸起便于穿墙螺栓4穿过,两侧凸出能够与中间的凸起配合形成对横龙骨2的夹持。Referring to Fig. 2, a rigid pad 7 is provided inside the nut 5. The rigid pad 7 has a mountain-shaped structure, and the middle protrusion is convenient for the wall-through bolt 4 to pass through. The protrusions on both sides can cooperate with the middle protrusion to form a horizontal Clamping of keel 2.

相邻穿墙螺栓4之间的间隙填塞有填缝条9,该填缝条9一般选用木条。The gap between the adjacent wall-through bolts 4 is filled with a caulking strip 9, and the caulking strip 9 generally selects a wooden strip.

参见图3,在基层8上设置有角钢6,角钢6的水平面置于基层8上并用于支撑竖龙骨3,角钢6的竖直面贴合于模板1一侧。Referring to FIG. 3 , an angle steel 6 is provided on the base layer 8 , the horizontal surface of the angle steel 6 is placed on the base layer 8 and used to support the vertical keel 3 , and the vertical surface of the angle steel 6 is attached to one side of the formwork 1 .

除此之外,相邻的模板1也可以在竖直方向上相互贴合,在水平方向上形成间隙。In addition, adjacent templates 1 can also be attached to each other in the vertical direction to form gaps in the horizontal direction.

本实施例中,各模板1的尺寸大小一致,所以其形成的网格状比较匀称,当然,实际应用中,各模板1的尺寸大小也可以有所偏差,只要整体的结构如本实施例所述均可。In this embodiment, the size of each template 1 is consistent, so the grid shape formed by it is more symmetrical. Of course, in practical applications, the size of each template 1 can also deviate to some extent, as long as the overall structure is as described in this embodiment. can be described.

以上所述仅是本实用新型的优选实施方式,本实用新型的保护范围并不仅局限于上述实施例,凡属于本实用新型思路下的技术方案均属于本实用新型的保护范围。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前提下的若干改进和润饰,这些改进和润饰也应视为本实用新型的保护范围。The above descriptions are only preferred implementations of the present utility model, and the protection scope of the present utility model is not limited to the above-mentioned embodiments, and all technical solutions under the idea of the present utility model all belong to the protection scope of the present utility model. It should be pointed out that for those skilled in the art, some improvements and modifications without departing from the principle of the utility model should also be regarded as the protection scope of the utility model.

Claims (6)

1.一种免穿孔墙体模板支撑体系,其特征在于:包括至少两个支撑面,所述支撑面由若干模板(1)拼接形成网格状结构,相邻的模板(1)之间相互贴合或形成间隙,支撑面的外侧设置有横龙骨(2)和竖龙骨(3),缝隙内穿设穿墙螺栓(4),穿墙螺栓(4)的两端均用螺母(5)紧固贴合于两横龙骨(2)或两竖龙骨(3)之间,相邻穿墙螺栓(4)之间的间隙填塞有填缝条(9)。1. A perforation-free wall formwork support system is characterized in that: it comprises at least two support surfaces, and the support surfaces are spliced by some formworks (1) to form a grid-like structure, and the adjacent formworks (1) are connected to each other. Fitting or forming gaps, horizontal keels (2) and vertical keels (3) are arranged on the outside of the supporting surface, wall-through bolts (4) are installed in the gaps, and nuts (5) are used at both ends of the wall-through bolts (4) It is fastened and fitted between two horizontal keels (2) or two vertical keels (3), and gaps between adjacent wall-through bolts (4) are filled with caulking strips (9). 2.根据权利要求1所述的免穿孔墙体模板支撑体系,其特征在于:水平方向上,相邻的模板(1)紧密贴合;竖直方向上,相邻的模板(1)形成所述间隙。2. The perforation-free wall formwork support system according to claim 1, characterized in that: in the horizontal direction, the adjacent formworks (1) are closely attached; in the vertical direction, the adjacent formworks (1) form the said gap. 3.根据权利要求1所述的免穿孔墙体模板支撑体系,其特征在于:所述竖龙骨(3)的底部设置有用于支撑竖龙骨(3)的刚性支撑件。3. The perforation-free wall formwork support system according to claim 1, characterized in that: the bottom of the vertical keel (3) is provided with a rigid support for supporting the vertical keel (3). 4.根据权利要求3所述的免穿孔墙体模板支撑体系,其特征在于:所述刚性支撑件为角钢(6),所述角钢(6)的水平面置于基层(8)上并用于支撑竖龙骨(3),所述角钢(6)的竖直面贴合于模板(1)一侧。4. The perforation-free wall formwork support system according to claim 3, characterized in that: the rigid support is an angle steel (6), and the horizontal plane of the angle steel (6) is placed on the base layer (8) and used for supporting The vertical keel (3), the vertical surface of the angle steel (6) is attached to one side of the formwork (1). 5.根据权利要求1所述的免穿孔墙体模板支撑体系,其特征在于:所述穿墙螺栓(4)的两端套设有刚性垫(7),所述刚性垫(7)位于所述螺母(5)内侧。5. The perforation-free wall formwork support system according to claim 1, characterized in that: the two ends of the wall-through bolt (4) are provided with rigid pads (7), and the rigid pads (7) are located at the the inside of the nut (5). 6.根据权利要求5所述的免穿孔墙体模板支撑体系,其特征在于:所述刚性垫(7)中部穿设于穿墙螺栓(4),两端向外延伸并夹持于两横龙骨(2)或两竖龙骨(3)。6. The perforation-free wall formwork support system according to claim 5, characterized in that: the middle part of the rigid pad (7) is pierced through the wall bolt (4), and the two ends extend outward and are clamped on the two horizontal Keel (2) or two vertical keels (3).
CN201720898845.6U 2017-07-22 2017-07-22 Exempt from wall form bracing system of perforating Active CN206957200U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109057317A (en) * 2018-10-12 2018-12-21 中国人民解放军63926部队 A kind of Modularized aluminum alloy of spigot-and-socket-wood gang form system and its installation method
CN115126218A (en) * 2022-06-25 2022-09-30 北京建工集团有限责任公司 Supporting unit plate and supporting structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109057317A (en) * 2018-10-12 2018-12-21 中国人民解放军63926部队 A kind of Modularized aluminum alloy of spigot-and-socket-wood gang form system and its installation method
CN115126218A (en) * 2022-06-25 2022-09-30 北京建工集团有限责任公司 Supporting unit plate and supporting structure

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