CN101701494B - Detachable convenient support device of steel structure building template and use method thereof - Google Patents

Detachable convenient support device of steel structure building template and use method thereof Download PDF

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CN101701494B
CN101701494B CN2009101801383A CN200910180138A CN101701494B CN 101701494 B CN101701494 B CN 101701494B CN 2009101801383 A CN2009101801383 A CN 2009101801383A CN 200910180138 A CN200910180138 A CN 200910180138A CN 101701494 B CN101701494 B CN 101701494B
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template
formwork
load
steel
girder
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CN101701494A (en
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王元清
施刚
舒兴平
林错错
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Tsinghua University
Hunan University
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Hunan University
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Abstract

本发明属于钢结构建筑工程技术领域,涉及一种钢结构建筑模板的可拆卸便捷支撑装置和使用方法。模板支撑装置的两段模板支撑伸长梁分别插入模板支撑主梁两端的腹内,与模板支撑主梁构成纵向滑动连接,四个承重螺栓置于相邻的钢框架次梁的下翼缘上,模板支撑伸长梁顶住钢框架次梁的腹板,并由紧固螺栓与模板支撑主梁顶紧,将模板支撑装置固定在钢结构相邻的钢框架次梁上。按计算要求,在相邻的钢框架次梁上架设一定密度的模板支撑装置,再在模板支撑装置上安装建筑模板,待混凝土浇注和养护完成后,拆除模板支撑装置和模板。这种架设便捷、可拆卸和能重复使用的钢结构建筑模板支撑装置实现了模板的快速搭设,节省了大量的支撑材料和施工费用。

The invention belongs to the technical field of steel structure construction engineering, and relates to a detachable and convenient supporting device and a use method of a steel structure building formwork. The two sections of formwork support extension beams of the formwork support device are respectively inserted into the belly of the two ends of the formwork support main beam, forming a longitudinal sliding connection with the formwork support main beam, and four load-bearing bolts are placed on the lower flange of the adjacent steel frame secondary beam , the template supporting elongated beam withstands the web of the steel frame secondary beam, and is tightened with the template supporting main beam by fastening bolts, and the template supporting device is fixed on the adjacent steel frame secondary beam of the steel structure. According to the calculation requirements, a certain density formwork support device is erected on the adjacent steel frame secondary beam, and then the building formwork is installed on the formwork support device. After the concrete pouring and curing are completed, the formwork support device and formwork are removed. This convenient, detachable and reusable steel structure building formwork support device realizes the rapid erection of the formwork and saves a lot of support materials and construction costs.

Description

钢结构建筑模板的可拆卸便捷支撑装置和使用方法 Detachable and convenient support device and method of use of steel structure building formwork

技术领域technical field

本发明属于钢结构建筑工程技术领域,特别涉及一种钢结构建筑模板的可拆卸便捷支撑装置和使用方法。The invention belongs to the technical field of steel structure construction engineering, and in particular relates to a detachable and convenient support device and a use method of a steel structure building formwork.

背景技术Background technique

随着高层建筑、桥梁等的大量兴建,钢结构应用越来越多。在大多数钢结构中,楼板采用的是混凝土楼板,所以在进行浇注施工时需要搭设建筑模板。传统的施工方式就是直接搭设脚手架,然后安装木模板,这种方法工作量大、应用范围局限多。现有工程也常采用压型钢板作为建筑模板,其具有加工容易,重量轻,安装速度快,操作简便和取消支、拆模板的繁琐工序等优点,但是如果没有采取防火措施,设计计算时不考虑压型钢板承受荷载的作用,所以这种模板的经济性比较差。在兼顾经济性的同时,如何快速、方便地进行建筑模板的支设是钢结构施工中亟待解决的问题。With the massive construction of high-rise buildings, bridges, etc., more and more steel structures are used. In most steel structures, the slab is made of concrete, so building formwork is required during pouring construction. The traditional construction method is to directly erect scaffolding and then install wooden formwork. This method has a large workload and limited application range. Existing projects often use profiled steel plates as building formwork, which has the advantages of easy processing, light weight, fast installation speed, easy operation, and cancellation of cumbersome procedures for supporting and dismantling the formwork. Considering the role of the profiled steel plate to bear the load, the economy of this formwork is relatively poor. How to quickly and conveniently support building formwork while taking economical into account is an urgent problem to be solved in steel structure construction.

发明内容Contents of the invention

本发明的目的是针对现有钢结构中建筑模板支撑系统无法兼顾经济性与施工速度的问题,特别提供一种钢结构建筑模板的可拆卸便捷支撑装置,其特征在于,钢结构建筑模板的可拆卸便捷支撑装置简称为模板支撑装置6,由模板支撑主梁1,模板支撑伸长梁2,紧固螺栓3,承重钢管4,承重螺栓5构成,两段模板支撑伸长梁2分别插入模板支撑主梁1两端的腹内,模板支撑伸长梁2的高度略小于模板支撑主梁1的腹板高度,模板支撑伸长梁2和模板支撑主梁1构成纵向滑动连接,模板支撑主梁1和模板支撑伸长梁2之间通过紧固螺栓3相互顶紧,带内螺纹的承重钢管4分别焊接在模板支撑主梁1两端底部,承重螺栓5安装在承重钢管4下端。The purpose of the present invention is to solve the problem that the building formwork support system in the existing steel structure cannot take into account the economy and the construction speed, and especially provides a detachable and convenient support device for the steel structure building formwork, which is characterized in that the The easy-to-disassemble support device is referred to as formwork support device 6 for short. It is composed of formwork support main beam 1, formwork support extension beam 2, fastening bolt 3, load-bearing steel pipe 4, and load-bearing bolt 5. Two sections of formwork support extension beam 2 are respectively inserted into the formwork In the web at both ends of the supporting main beam 1, the height of the formwork supporting elongated beam 2 is slightly smaller than the web height of the formwork supporting main beam 1, the formwork supporting elongated beam 2 and the formwork supporting main beam 1 form a longitudinal sliding connection, and the formwork supporting the main beam 1 and formwork supporting elongated beam 2 are tightened against each other by fastening bolts 3, load-bearing steel pipes 4 with internal threads are respectively welded to the bottoms of both ends of formwork supporting main beam 1, and load-bearing bolts 5 are installed at the lower ends of load-bearing steel pipes 4.

所述模板支撑主梁1两端设有2~6个螺孔,螺孔按上下两排排列,紧固螺栓3拧在模板支撑主梁1的螺孔上并顶紧所述模板支撑伸长梁2;或者,所述模板支撑伸长梁2设有2~6个螺孔,螺孔按上下两排排列,紧固螺栓3拧在模板支撑伸长梁2的螺孔上并顶紧所述模板支撑主梁1。There are 2 to 6 screw holes at both ends of the formwork support main beam 1, the screw holes are arranged in two rows up and down, and the fastening bolts 3 are screwed on the screw holes of the formwork support main beam 1 and tightened to support the elongation of the formwork support. beam 2; or, the formwork support elongation beam 2 is provided with 2 to 6 screw holes, the screw holes are arranged in two rows up and down, and the fastening bolts 3 are screwed on the screw holes of the formwork support elongation beam 2 and tightened. The formwork supports the main beam 1.

所述模板支撑伸长梁2的长度为模板支撑主梁1长度的5~10%。The length of the template supporting elongated beam 2 is 5-10% of the length of the template supporting main beam 1 .

所述模板支撑主梁1的材料为卷边槽钢。The material of the formwork supporting main girder 1 is curled channel steel.

所述模板支撑伸长梁2的材料为C型钢或槽钢。The template supporting elongated beam 2 is made of C-shaped steel or channel steel.

所述带内螺纹的承重钢管4共4个,分别焊接在所述模板支撑主梁1两端底部前后两侧。使用时4个承重螺栓5置于相邻的钢框架次梁7的下翼缘上,两端的模板支撑伸长梁2分别顶住钢框架次梁7的腹板。There are 4 load-bearing steel pipes 4 with internal threads, which are respectively welded to the front, rear, and rear sides of the bottom of the two ends of the formwork support girder 1. When in use, four load-bearing bolts 5 are placed on the lower flange of the adjacent steel frame secondary beam 7, and the formwork supporting elongated beams 2 at both ends withstand the webs of the steel frame secondary beam 7 respectively.

模板支撑装置6支设于钢框架结构相邻钢框架次梁7的下翼缘之上,长度、高度、间距可调。模板支撑伸长梁2的作用是调整模板支撑装置6长度,使得模板支撑装置6正好卡在相邻钢框架次梁7的腹板之间,防止卷边模板支撑装置6的纵向移动。带内螺纹的承重钢管4,并装上承重螺栓5,使用时将承重螺栓5旋出即可调整卷边槽钢的高度并起支撑和防侧移的作用。安装在承重钢管4下的承重螺栓5置放于钢结构次梁7的下翼缘上,用于调整整个模板支撑装置6的高度。建筑模板10支设在模板支撑装置6上。模板支撑装置6可重复使用。The formwork supporting device 6 is supported on the lower flange of the steel frame secondary beam 7 adjacent to the steel frame structure, and the length, height and spacing are adjustable. The function of the formwork support elongated beam 2 is to adjust the length of the formwork support device 6 so that the formwork support device 6 is just stuck between the webs of the adjacent steel frame secondary beams 7 to prevent the longitudinal movement of the hemming formwork support device 6 . Load-bearing steel pipe 4 with internal thread, and load-bearing bolt 5 is loaded onto, during use, load-bearing bolt 5 is unscrewed to be able to adjust the height of crimping channel steel and play the effect of support and anti-side shift. The load-bearing bolts 5 installed under the load-bearing steel pipe 4 are placed on the lower flange of the secondary beam 7 of the steel structure to adjust the height of the entire template support device 6 . The building formwork 10 is supported on the formwork supporting device 6 . The template support device 6 is reusable.

模板支撑装置6代替脚手架,用于钢结构建筑模板的支设,其使用方法如下:The formwork support device 6 replaces the scaffolding and is used for the support of the steel structure building formwork, and its use method is as follows:

步骤1)计算在钢框架次梁7上模板支撑装置6的支设密度;Step 1) Calculate the support density of the template support device 6 on the steel frame secondary beam 7;

步骤2)按步骤1)计算的模板支撑装置6的支设密度,在钢框架次梁7上架设模板支撑装置6,拧松模板支撑装置6上的全部紧固螺栓3,将模板支撑伸长梁2插入模板支撑主梁1内,把承重钢管4内的承重螺栓5旋出,将4个承重螺栓5置于相邻的钢框架次梁7的下翼缘上,调整模板支撑装置6的高度;Step 2) According to the supporting density of the formwork support device 6 calculated in step 1), the formwork support device 6 is erected on the steel frame secondary beam 7, and all fastening bolts 3 on the formwork support device 6 are loosened to extend the formwork support The beam 2 is inserted into the formwork support main beam 1, the load-bearing bolts 5 in the load-bearing steel pipe 4 are unscrewed, the 4 load-bearing bolts 5 are placed on the lower flange of the adjacent steel frame secondary beam 7, and the position of the formwork support device 6 is adjusted. high;

步骤3)拉出两端的模板支撑伸长梁2顶住钢框架次梁7的腹板,拧紧紧固螺栓3,模板支撑装置6固定在钢框架次梁7上;Step 3) pull out the formwork support extension beam 2 at both ends to withstand the web of the steel frame secondary beam 7, tighten the fastening bolt 3, and the formwork support device 6 is fixed on the steel frame secondary beam 7;

步骤4)在模板支撑装置6上安装建筑模板10,进行混凝土楼板浇注;Step 4) install building formwork 10 on formwork supporting device 6, carry out concrete floor pouring;

步骤5)混凝土楼板或其它构件浇注和养护完毕后,拧松紧固螺栓3,把将模板支撑伸长梁2插入模板支撑主梁1内,把承重螺栓5拧入承重钢管4内,将模板支撑装置6从钢结构次梁7上拆除,并拆除建筑模板10。Step 5) After pouring and curing the concrete floor or other components, loosen the fastening bolts 3, insert the formwork support elongated beam 2 into the formwork support main beam 1, screw the load-bearing bolts 5 into the load-bearing steel pipes 4, and place the formwork The supporting device 6 is dismantled from the secondary beam 7 of the steel structure, and the building formwork 10 is dismantled.

本发明的有益效果为,使用传统模板的基础上,替代了脚手架,简化了施工工序,减少了工作量,使得模板支撑的搭设、拆卸更为快速、方便,实现了模板搭设的快速进行;模板支撑装置可重复使用,具有较好的经济性。The beneficial effect of the present invention is that, on the basis of using the traditional template, the scaffolding is replaced, the construction process is simplified, the workload is reduced, the erection and disassembly of the template support are faster and more convenient, and the rapid construction of the template is realized; the template The supporting device can be used repeatedly and has better economy.

附图说明Description of drawings

图1为模板支撑装置结构示意图;Fig. 1 is a structural schematic diagram of a formwork support device;

图2为图1的A-A方向的结构剖视图;Fig. 2 is the structural sectional view of the A-A direction of Fig. 1;

图3为模板支撑装置背面结构示意图;Figure 3 is a schematic diagram of the back structure of the formwork support device;

图4为模板支撑装置用于钢结构建筑模板搭设示意图。Fig. 4 is a schematic diagram of the formwork supporting device used in erecting the formwork of a steel structure building.

具体实施方式Detailed ways

图1为实施例的模板支撑装置结构示意图,模板支撑装置6,由模板支撑主梁1,模板支撑伸长梁2,紧固螺栓3,承重钢管4,承重螺栓5构成,模板支撑主梁1的材料为卷边槽钢,模板支撑伸长梁2的材料为C型钢或槽钢,两段模板支撑伸长梁2分别插入模板支撑主梁1两端的腹内,模板支撑伸长梁2的高度略小于模板支撑主梁1的腹板高度,模板支撑伸长梁2和模板支撑主梁1构成纵向滑动连接。如图2和图3所示,模板支撑主梁1两端有4个螺孔按上下两排排列,模板支撑主梁1每端有4个紧固螺栓3拧在模板支撑主梁1的螺孔上并顶在模板支撑伸长梁2的腹板上,使得模板支撑伸长梁2能够卡在模板支撑主梁1之中。4个带内螺纹的承重钢管4分别焊接在模板支撑主梁1两端底部前后两侧,承重螺栓5安装在承重钢管4下端。整个模板支撑装置6通过四个承重螺栓5架设在相邻的钢框架次梁7的下翼缘上,两端的模板支撑伸长梁2分别顶住钢框架次梁7的腹板,并由紧固螺栓3与模板支撑主梁1顶紧,将模板支撑装置6固定在钢结构相邻的钢框架次梁7上。Fig. 1 is the schematic diagram of the structure of the formwork supporting device of the embodiment, the formwork supporting device 6 is composed of a formwork supporting main beam 1, a formwork supporting elongated beam 2, fastening bolts 3, load-bearing steel pipes 4, and load-bearing bolts 5, and the formwork supports the main beam 1 The material of the formwork supporting elongated beam 2 is C-shaped steel or channel steel. The height is slightly smaller than the web height of the formwork supporting main beam 1, and the formwork supporting elongated beam 2 and the formwork supporting main beam 1 form a longitudinal sliding connection. As shown in Figure 2 and Figure 3, there are four screw holes at both ends of the formwork supporting main beam 1 arranged in two rows up and down, and there are four fastening bolts 3 at each end of the formwork supporting main beam 1 screwed on the bolts of the formwork supporting main beam 1. On the hole and against the web plate of the formwork supporting elongated beam 2, so that the formwork supporting elongated beam 2 can be stuck in the formwork supporting main beam 1. Four load-bearing steel pipes 4 with internal threads are respectively welded to the front and rear sides of the bottom of the two ends of the formwork supporting main beam 1, and the load-bearing bolts 5 are installed at the lower ends of the load-bearing steel pipes 4 . The entire template support device 6 is erected on the lower flange of the adjacent steel frame secondary beam 7 through four load-bearing bolts 5, and the template support extension beams 2 at both ends withstand the webs of the steel frame secondary beam 7 respectively, and are tightened The fastening bolt 3 is tightened with the formwork support main beam 1, and the formwork support device 6 is fixed on the steel frame secondary beam 7 adjacent to the steel structure.

模板支撑主梁1与模板支撑伸长梁2之间相互顶紧,还可以通过在模板支撑伸长梁2上设置螺孔,并使紧固螺栓3拧在模板支撑伸长梁2的螺孔上,顶在模板支撑主梁1的腹板上,使得模板支撑伸长梁2能够卡在模板支撑主梁1之中。Formwork supporting main beam 1 and formwork supporting elongated beam 2 are mutually pressed against each other, and screw holes can also be set on formwork supporting elongated beam 2, and fastening bolts 3 are screwed into the screw holes of formwork supporting elongated beam 2 , against the web plate of the formwork supporting main beam 1, so that the formwork supporting elongated beam 2 can be stuck in the formwork supporting main beam 1.

由于模板支撑装置6的高度可以调节,故搭设模板10后,模板10的顶面可以与次梁7的上翼缘上表面等高度;也可以低于次梁7上翼缘的上表面,形成混凝土部分包裹次梁7的结构形式。Since the height of the template supporting device 6 can be adjusted, after the template 10 is set up, the top surface of the template 10 can be at the same height as the upper surface of the upper flange of the secondary beam 7; it can also be lower than the upper surface of the upper flange of the secondary beam 7, forming The concrete partially wraps the structural form of the secondary beam 7.

图4为模板支撑装置用于钢结构混凝土楼板模板搭设示意图,建筑物的钢结构由钢框架柱9,钢框架主梁8,钢框架次梁7构成,为了在钢结构的钢框架次梁7上浇注钢结构混凝土楼板,必须先在相邻的钢框架次梁7上搭设建筑模板10。如图4所示,按设计计算要求,在各对相邻的钢框架次梁7上首先架设一定密度的模板支撑装置6,并调整其高度一致,在模板支撑装置6上安装建筑模板10。混凝土楼板浇注和养护完成后,拆除模板支撑装置6和建筑模板10。Fig. 4 is the schematic diagram that formwork supporting device is used for steel structure concrete floor formwork erection, and the steel structure of building is made of steel frame column 9, steel frame main beam 8, steel frame secondary beam 7, in order to be in the steel frame secondary beam 7 of steel structure When pouring steel structure concrete floor slabs, building formwork 10 must be set up on adjacent steel frame secondary beams 7 first. As shown in Figure 4, according to the design and calculation requirements, formwork support devices 6 of a certain density are first erected on each pair of adjacent steel frame secondary beams 7, and their heights are adjusted to be consistent, and building formwork 10 is installed on the formwork support devices 6. After the pouring and maintenance of the concrete floor slab is completed, the formwork supporting device 6 and the building formwork 10 are removed.

本发明的钢结构建筑模板支撑装置架设便捷,可拆卸,可重复使用,节省大量的支撑材料和施工费用。The steel structure building formwork support device of the present invention is convenient to erect, detachable and reusable, saving a large amount of support materials and construction costs.

Claims (9)

1. the detachable convenient support device of a steel structure building template, it is characterized in that, mould plate supporting device (6) supports girder (1) by template, template supports elongation beam (2), fastening bolt (3), load-bearing steel pipe (4), load-bearing bolt (5) constitutes, two sections template support elongation beams (2) insert respectively in the abdomen at template support girder (1) two ends, the height that template supports elongation beam (2) is slightly less than the web height that template supports girder (1), template supports elongation beam (2), and longitudinal sliding motion is connected with template support girder (1) formation, template supports between girder (1) and the template support elongation beam (2) and holds out against mutually by fastening bolt (3), the template that tapped load-bearing steel pipe (4) is welded on respectively supports bottom, girder (1) two ends, and load-bearing bolt (5) is installed in load-bearing steel pipe (4) lower end.
2. the detachable convenient support device of a kind of steel structure building template according to claim 1, it is characterized in that, described template supports girder (1) two ends and is provided with 2~6 screws, screw is pressed two rows and is arranged, and fastening bolt (3) is screwed in template and supports on the screw of girder (1) and hold out against described template and support elongation beam (2).
3. the detachable convenient support device of a kind of steel structure building template according to claim 1, it is characterized in that, described template supports elongation beam (2) and is provided with 2~6 screws, screw is pressed two rows and is arranged, and fastening bolt (3) is screwed in template and supports on the screw of elongation beam (2) and hold out against described template and support girder (1).
4. the detachable convenient support device of a kind of steel structure building template according to claim 1 is characterized in that, the length that described template supports elongation beam (2) is 5~10% of template support girder (1) length.
5. the detachable convenient support device of a kind of steel structure building template according to claim 1 is characterized in that, it is lipped channel that described template supports girder (1).
6. the detachable convenient support device of a kind of steel structure building template according to claim 1 is characterized in that, it is C shaped steel or channel-section steel that described template supports elongation beam (2).
7. the detachable convenient support device of a kind of steel structure building template according to claim 1 is characterized in that, totally 4 of described tapped load-bearing steel pipes (4) are welded on described template respectively and support both sides before and after the bottom, girder (1) two ends.
8. the detachable convenient support device of a kind of steel structure building template according to claim 1, it is characterized in that, described mould plate supporting device (6) is erected at by 4 described load-bearing bolts (5) on the bottom flange of adjacent steel frame secondary beam (7), and the template at two ends supports elongation beam (2) and withstands the web of steel frame secondary beam (7) respectively.
9. the using method of the detachable convenient support device of a steel structure building template is characterized in that, the step that installs steel structure building template is as follows:
Step 1) is calculated the density that installs at steel frame secondary beam (7) cope match-plate pattern bracing or strutting arrangement (6);
Step 2) set by step 1) mould plate supporting device (6) that calculates installs density, on steel frame secondary beam (7), set up mould plate supporting device (6), unscrew the whole fastening bolts (3) on the mould plate supporting device (6), template is supported elongation beam (2) to be inserted in the template support girder (1), load-bearing bolt (5) in the load-bearing steel pipe (4) is screwed out, 4 load-bearing bolts (5) are placed on the bottom flange of adjacent steel frame secondary beam (7), adjust the height of mould plate supporting device (6);
The template support elongation beam (2) that step 3) is pulled out two ends withstands the web of steel frame secondary beam (7), tightens fastening bolt (3), and mould plate supporting device (6) is fixed on the steel frame secondary beam (7);
Step 4) goes up at mould plate supporting device (6) construction formwork (10) is installed, and carries out the concrete floor cast;
After step 5) concrete floor or the cast of other member and maintenance finish, unscrew fastening bolt (3), insert in the template support girder (1) template being supported elongation beam (2), load-bearing bolt (5) is screwed in the load-bearing steel pipe (4), mould plate supporting device (6) is removed from steel work secondary beam (7), and removed construction formwork (10).
CN2009101801383A 2009-10-23 2009-10-23 Detachable convenient support device of steel structure building template and use method thereof Expired - Fee Related CN101701494B (en)

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CN104179352B (en) * 2014-08-12 2016-03-30 金天德 Detachable template system
CN109083399B (en) * 2018-09-13 2020-06-12 甘肃第四建设集团有限责任公司 Adjustable embedded type lifting support device for steel structure building
CN110439284A (en) * 2019-07-23 2019-11-12 孟令红 A kind of steel construction formwork
CN111667610B (en) * 2020-04-24 2022-05-13 国网上海市电力公司 Fingerprint identification method established on DSP (digital Signal processor) for field security permission
CN111576926A (en) * 2020-05-12 2020-08-25 中铁十四局集团建筑工程有限公司 Steel structure house floor formwork supporting structure and construction method
CN113719153A (en) * 2021-08-09 2021-11-30 上海建工七建集团有限公司 Temporary support and mounting method thereof
CN115522470B (en) * 2022-10-31 2025-08-29 中铁二十一局集团第三工程有限公司 A support device for the construction of integral prefabricated π-shaped composite beam concrete

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