CN204850426U - Building templates is stupefied with back of body - Google Patents

Building templates is stupefied with back of body Download PDF

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Publication number
CN204850426U
CN204850426U CN201520534171.2U CN201520534171U CN204850426U CN 204850426 U CN204850426 U CN 204850426U CN 201520534171 U CN201520534171 U CN 201520534171U CN 204850426 U CN204850426 U CN 204850426U
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China
Prior art keywords
channel
section steel
shaped card
web
section
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Expired - Fee Related
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CN201520534171.2U
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Chinese (zh)
Inventor
张磊
杨少林
陈晓东
王立营
张平平
史一剑
孙涛
于光
包海明
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China State Construction Engineering Corp Ltd CSCEC
China Construction Baili Engineering Technology Development Co Ltd
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China State Construction Engineering Corp Ltd CSCEC
China Construction Baili Engineering Technology Development Co Ltd
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Abstract

The utility model provides a building templates is stupefied with back of body, includes two back -to -back parallel arrangement's channel -section steel and connects the connecting piece of two channel -section steels, and the channel -section steel is foraminiferous C type channel -section steel, and it has one to be listed as the slotted hole to open along C type channel -section steel extending direction on its flange plate, the connecting piece includes the U type card of a plurality of seam cards between the web of two channel -section steels, the both sides board of U type card respectively with the web welding or the bolted connection of both sides. The utility model discloses simple structure, light in weight, preparation high efficiency, the distance of two channel -section steels can conveniently be controlled in the use of U type card, the stupefied whole width of the control back of the body, convenient for material collection, the turnover that can circulate is used, reduces construction cost, improves the efficiency of construction, can regard as concrete form's the back of the body stupefied, effectively reduces the atress span of template, retrains the deformation of template.

Description

一种建筑模板用背楞Back flute for building formwork

技术领域 technical field

本实用新型涉及模板施工技术领域,特别涉及一种建筑模板用背楞。 The utility model relates to the technical field of formwork construction, in particular to a back corrugated for building formwork.

背景技术 Background technique

为了减少能源和资源的消耗,减缓对环境的破坏,我国政府紧跟世界潮流,于2006年初颁布了《绿色建筑评价标准》,紧接着发布了《绿色施工导则》,积极推行绿色建筑施工。建筑施工在整个建筑生命中时间很短,但其对环境的影响却很大,对于资源和能源的消耗也是非常集中。所以,要打造绿色建筑,必须实行绿色施工。绿色施工是指工程建设中,在保证质量、安全等基本要求的前提下,通过科学管理和技术进步,最大限度地节约资源与减少对环境负面影响的施工活动,实现节能、节地、节水、节材的四节和环境保护。在建筑施工中,模板、脚手架作为一种可循环使用的周转材料和机具已被广泛使用。因此,绿色施工要求下的建筑模板体系必须满足的基本要求是:①尽量消耗能量较少的;②针对环境不产生或尽少产生危害的;③实际的产品使用中,可尽量实现更多次数的重复性利用的;④当期望废弃时,尽量可合理地无害化处理、资源化循环利用的;⑤在目前阶段,生产厂家必须有可保证上述要求实现的可靠的回收制度,或保证产品在自然界内可实现完全的无害化降解。 In order to reduce the consumption of energy and resources and slow down the damage to the environment, the Chinese government followed the world trend and promulgated the "Green Building Evaluation Standard" in early 2006, followed by the "Green Construction Guidelines" to actively promote green building construction. Building construction takes a very short time in the entire building life, but its impact on the environment is great, and the consumption of resources and energy is also very concentrated. Therefore, to create a green building, green construction must be implemented. Green construction refers to construction activities that save resources and reduce negative impacts on the environment to the greatest extent through scientific management and technological progress under the premise of ensuring basic requirements such as quality and safety, so as to achieve energy saving, land saving, and water saving. , the four sections of material saving and environmental protection. In building construction, formwork and scaffolding have been widely used as a recyclable turnover material and machine tools. Therefore, the basic requirements that the building formwork system must meet under the requirements of green construction are: ① consume as little energy as possible; ② cause no or minimal harm to the environment; ④ When it is expected to be discarded, it should be reasonably harmless treated and recycled as resources; ⑤ At the current stage, the manufacturer must have a reliable recycling system that can ensure the realization of the above requirements, or guarantee that the product Complete harmless degradation can be achieved in nature.

在《绿色施工导则》中,模板、脚手架作为周转材料和机具,着重强调了:①应选用耐用、维护与拆卸方便的周转材料和机具;②优先选用制作、安装、拆除一体化的专业队伍进行模板工程施工;③模板应以节约自然资源为原则,推广使用定型钢模、钢框竹模、竹胶板;④施工前应对模板工程的方案进行优化。多层、高层建筑使用可重复利用的模板体系,模板支撑宜采用工具式支撑;⑤优化高层建筑的外脚手架方案,采用整体提升、分段悬挑等方案;⑥推广采用外墙保温板替代混凝土施工模板的技术;⑦采取有效的技术和管理的节材措施,提高模板、脚手架等的周转次数;⑧要大力发展清水混凝土施工技术和新型模板及脚手架技术的研究与应用。 In the "Green Construction Guidelines", templates and scaffolding are used as turnover materials and tools, emphatically emphasizing: ① should choose durable, easy maintenance and disassembly turnover materials and tools; Carry out formwork engineering construction; ③ formwork should be based on the principle of saving natural resources, and promote the use of shaped steel molds, steel frame bamboo molds, and bamboo plywood; ④ the formwork project plan should be optimized before construction. Multi-storey and high-rise buildings use reusable formwork systems, and formwork supports should be supported by tools; ⑤ optimize the external scaffolding scheme of high-rise buildings, and adopt schemes such as overall lifting and segmental overhang; 6. Promote the use of external wall insulation boards instead of concrete Construction formwork technology; ⑦ Take effective technical and management material-saving measures to increase the turnover times of formwork and scaffolding; 8. Vigorously develop the research and application of fair-faced concrete construction technology and new formwork and scaffolding technology.

在建筑混凝土施工过程中,一般模板是不能完全承受浇筑混凝土时产生的侧压力,因此常常需要设置背楞加强模板的刚度,现有大多数背楞不能组合使用,背楞相对模板多是一对一的加工,每次进行新的混凝土浇筑时都需要重新制备新的相应的背楞,所用材料不能重复再利用,非常浪费材料,产生较多的建筑垃圾。 In the process of building concrete construction, the general formwork cannot fully bear the lateral pressure generated when pouring concrete, so it is often necessary to set the back flute to strengthen the rigidity of the formwork. Most of the existing back flute cannot be used in combination, and the back flute is usually a pair of formwork. One of the processing, every time new concrete is poured, it is necessary to prepare a new corresponding back flute. The materials used cannot be reused, which is a waste of materials and generates more construction waste.

实用新型内容 Utility model content

本实用新型的目的是提供一种节材、轻质、耐用、维护与拆卸方便、减少排放的建筑模板用背楞,解决现有大多数背楞不能组合使用、背楞相对模板多是一对一的加工、每次进行新的混凝土浇筑时都需要重新制备新的相应的背楞、所用材料不能重复再利用、非常浪费材料、产生较多的建筑垃圾的背楞材料浪费的技术难题。 The purpose of this utility model is to provide a back corrugated for building formwork which is material-saving, lightweight, durable, easy to maintain and disassemble, and reduces emissions. One process, every time a new concrete is poured, a new corresponding back flute needs to be prepared again, the materials used cannot be reused, it is a waste of materials, and there are technical problems in the waste of back flute materials that generate more construction waste.

为实现上述目的,本实用新型采用如下技术方案: In order to achieve the above object, the utility model adopts the following technical solutions:

一种建筑模板用背楞,包括两个背对背平行设置的槽钢以及连接两个槽钢的连接件,其特征在于:所述槽钢为带孔的C型槽钢,其翼缘板上沿C型槽钢延伸方向开有一列用于背楞与模板连接的长圆孔;所述连接件包括若干个卡在两槽钢的腹板之间的U型卡,所述U型卡的两侧板板面与两侧槽钢的腹板板面平行并分别与腹板连接固定。 A back flute for building formwork, including two channel steels arranged in parallel back to back and a connector connecting the two channel steels, characterized in that: the channel steel is a C-shaped channel steel with holes, and the upper edge of the flange plate There is a row of oblong holes in the extending direction of the C-shaped channel steel for the connection between the back flute and the formwork; the connecting piece includes several U-shaped clips stuck between the webs of the two channel steels, and the two sides of the U-shaped clips The plate surface is parallel to the web surface of the channel steel on both sides and is respectively connected and fixed with the web.

优选的,所述U型卡的两侧板与腹板焊接连接。 Preferably, the two side plates of the U-shaped card are welded to the web.

优选的,所述U型卡由10mm厚的长方形钢板冷弯成型,包括两边的长方形侧板和中间的圆弧部分,所述长方形侧板的尺寸为100*30*10;所述圆弧部分为半圆环,半圆环的内径为24mm,外径为3mm。 Preferably, the U-shaped card is formed by cold bending of a rectangular steel plate with a thickness of 10 mm, including rectangular side plates on both sides and a circular arc part in the middle, and the size of the rectangular side plate is 100*30*10; the circular arc part It is a semi-circular ring, the inner diameter of the semi-circular ring is 24mm, and the outer diameter is 3mm.

优选的,所述U型卡的数目至少为两个,分别设在槽钢的两端。 Preferably, there are at least two U-shaped clips, which are respectively arranged at two ends of the channel steel.

优选的,所述长圆孔的宽度为18mm,长度为54mm,相邻长圆孔的间距为325mm。 Preferably, the width of the oblong holes is 18 mm, the length is 54 mm, and the distance between adjacent oblong holes is 325 mm.

与现有技术相比本实用新型具有以下特点和有益效果: Compared with the prior art, the utility model has the following characteristics and beneficial effects:

1、本实用新型结构简单,重量轻,安装和拆卸快速高效; 1. The utility model has the advantages of simple structure, light weight, fast and efficient installation and disassembly;

2、取材方便,能循环周转使用,降低施工成本,提高施工效率,可作为混凝土模板的背楞,有效减小模板的受力跨度,约束模板的变形; 2. It is convenient to obtain materials and can be recycled and used to reduce construction costs and improve construction efficiency. It can be used as the back of the concrete formwork, effectively reducing the force span of the formwork and restraining the deformation of the formwork;

3、U型卡的使用能方便控制两个槽钢的距离,控制背楞的整体宽度,制作简单提高效率。 3. The use of U-shaped card can conveniently control the distance between two channel steels, control the overall width of the back flute, and make the production simple and improve the efficiency.

附图说明 Description of drawings

下面结合附图对本实用新型做进一步详细的说明; Below in conjunction with accompanying drawing, the utility model is described in further detail;

图1是本实用新型实施例1建筑模板用背楞的结构示意图; Fig. 1 is the structure schematic diagram of back corrugated with building formwork of the utility model embodiment 1;

图2是图1的俯视图; Fig. 2 is the top view of Fig. 1;

图3是图1的左视图; Fig. 3 is the left view of Fig. 1;

图4是图1中槽钢1的轴侧图; Fig. 4 is a side view of channel steel 1 in Fig. 1;

图5是图4的正视图; Fig. 5 is the front view of Fig. 4;

图6是图5的俯视图; Figure 6 is a top view of Figure 5;

图7是图5的右视图; Fig. 7 is the right view of Fig. 5;

图8是实施例1的焊接连接的U型卡2的结构示意图; Fig. 8 is the structural representation of the U-shaped card 2 of welding connection of embodiment 1;

图9为本实用新型实施例1建筑模板用背楞的使用状态图。 Fig. 9 is a diagram of the use state of the back corrugated for building formwork in Embodiment 1 of the present utility model.

附图标记:1-槽钢、11-腹板、12-翼缘板、13-长圆孔、2-U型卡、3-模板。 Reference signs: 1-channel steel, 11-web plate, 12-flange plate, 13-long round hole, 2-U-shaped card, 3-formwork.

具体实施方式 Detailed ways

以下结合附图对本实用新型的原理和特征进行描述,所举实例只用于解释本实用新型,并非用于限定本实用新型的范围。 The principles and features of the present utility model are described below in conjunction with the accompanying drawings, and the examples given are only used to explain the utility model, and are not used to limit the scope of the utility model.

如图1~9,一种建筑模板用背楞,包括两个背对背平行设置的槽钢1以及连接两个槽钢的连接件,槽钢1为带孔的C型槽钢,其翼缘板12上沿C型槽钢延伸方向开有一列用于与模板3连接的长圆孔13;连接件包括若干个卡在两槽钢的腹板11之间的U型卡2,U型卡2的两侧板分别与两腹板11焊接连接或螺栓连接,本实施例中为焊接,当螺栓连接时,槽钢的腹板11上沿C型槽钢延伸方向开有一列的圆孔,相应的U型卡2的两侧板上也对应开预留孔,螺栓通过预留孔和圆孔将U型卡2与两侧槽钢的腹板连接固定。图1为U型卡2为焊接固定时的结构示意图。如图8,U型卡2由10mm厚的长方形钢板冷弯成型,包括两边的长方形侧板和中间的圆弧部分,长方形侧板的尺寸为100*30*10;圆弧部分为半圆环,半圆环的内径为24mm,外径为3mm。U型卡2的数目至少为两个,分别设在槽钢1的两端。槽钢1选择8号槽钢。长圆孔13的宽度为18mm,长度为54mm,相邻长圆孔13的间距为325mm。圆孔12的直径为18mm,相邻长圆孔13的间距为125mm。 As shown in Figures 1 to 9, a back flute for a building formwork includes two channel steels 1 arranged in parallel back to back and a connector connecting the two channel steels. The channel steel 1 is a C-shaped channel steel with holes, and its flange plate There is a row of oblong holes 13 for connecting with the template 3 along the extension direction of the C-shaped channel steel on the 12; The two side plates are respectively welded or bolted to the two webs 11. In this embodiment, it is welded. When the bolts are connected, a row of circular holes is opened on the web 11 of the channel steel along the extending direction of the C-shaped channel steel. The corresponding The two side plates of the U-shaped card 2 also have corresponding reserved holes, and the bolts connect and fix the U-shaped card 2 with the webs of the channel steel on both sides through the reserved holes and round holes. FIG. 1 is a schematic structural diagram of a U-shaped card 2 fixed by welding. As shown in Figure 8, the U-shaped card 2 is formed by cold bending of a rectangular steel plate with a thickness of 10 mm, including rectangular side plates on both sides and a circular arc part in the middle. The size of the rectangular side plate is 100*30*10; the circular arc part is a semi-circular ring , the inner diameter of the semi-circular ring is 24mm, and the outer diameter is 3mm. The number of U-shaped clips 2 is at least two, which are respectively arranged at the two ends of the channel steel 1 . Channel steel 1 chooses No. 8 channel steel. The width of the oblong holes 13 is 18 mm, the length is 54 mm, and the distance between adjacent oblong holes 13 is 325 mm. The diameter of the round hole 12 is 18 mm, and the distance between adjacent oblong holes 13 is 125 mm.

如图9,使用时,对拉螺栓4从背楞的两个槽钢1之间穿过,将背楞与模板3固定连接,同时,用螺栓通过长圆孔13对模板和背楞进行进一步固定连接。 As shown in Figure 9, when in use, the pull bolt 4 passes between the two channel steels 1 of the back flute, and the back flute is fixedly connected with the template 3, and at the same time, the template and the back flute are further fixed with bolts through the oblong hole 13 connect.

以上所述仅为本实用新型的较佳实施例,并不用以限制本实用新型,凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。 The above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present utility model shall be included in this utility model. within the scope of protection of utility models.

Claims (5)

1. a construction formwork back cord, comprise two back-to-back channel-section steels (1) be arranged in parallel and the connector connecting two channel-section steels, it is characterized in that: described channel-section steel (1) is C type channel-section steel with holes, its frange plate (12) has along C type channel-section steel bearing of trend the slotted hole (13) that row are connected with template (3) for back cord; Described connector comprises the U-shaped card (2) between several webs being stuck in two channel-section steels (11), and the biside plate plate face of described U-shaped card (2) is parallel with web (11) the plate face of both sides channel-section steel and be connected and fixed with web (11) respectively.
2. a kind of construction formwork back cord according to claim 1, is characterized in that: biside plate and the web (11) of described U-shaped card (2) are welded to connect.
3. a kind of construction formwork back cord according to claim 1, it is characterized in that: described U-shaped card (2) is by the thick rectangle steel plate cold roll forming of 10mm, comprise the rectangle side plate on both sides and middle circular arc portion, described rectangle side plate is of a size of 100*30*10; Described circular arc portion is semicircular ring, and the internal diameter of semicircular ring is 24mm, and external diameter is 3mm.
4. a kind of construction formwork back cord according to claim 1, is characterized in that: the number of described U-shaped card (2) is at least two, is located at the two ends of channel-section steel (1) respectively.
5. a kind of construction formwork back cord according to Claims 1 to 4 any one, is characterized in that: the width of described slotted hole (13) is 18mm, and length is 54mm, and the spacing of adjacent slotted hole (12) is 325mm.
CN201520534171.2U 2015-07-22 2015-07-22 Building templates is stupefied with back of body Expired - Fee Related CN204850426U (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106224744A (en) * 2016-10-13 2016-12-14 攀枝花学院 Porous counter force wall bearing
CN110965765A (en) * 2019-12-03 2020-04-07 西南交通建设集团股份有限公司 Building template and building mold
CN112482436A (en) * 2020-12-21 2021-03-12 重庆交通大学 A exempt from to tear open water proof formwork system for underground structure side wall
CN112962964A (en) * 2020-12-29 2021-06-15 北京中铁建建筑科技有限公司 Stupefied reinforced structure of back of body of adjustable length

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106224744A (en) * 2016-10-13 2016-12-14 攀枝花学院 Porous counter force wall bearing
CN110965765A (en) * 2019-12-03 2020-04-07 西南交通建设集团股份有限公司 Building template and building mold
CN112482436A (en) * 2020-12-21 2021-03-12 重庆交通大学 A exempt from to tear open water proof formwork system for underground structure side wall
CN112962964A (en) * 2020-12-29 2021-06-15 北京中铁建建筑科技有限公司 Stupefied reinforced structure of back of body of adjustable length

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