CN205134921U - Building outer wall concrete constructional column hangs construction platform - Google Patents

Building outer wall concrete constructional column hangs construction platform Download PDF

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Publication number
CN205134921U
CN205134921U CN201520762511.7U CN201520762511U CN205134921U CN 205134921 U CN205134921 U CN 205134921U CN 201520762511 U CN201520762511 U CN 201520762511U CN 205134921 U CN205134921 U CN 205134921U
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CN
China
Prior art keywords
column
construction platform
exterior wall
construction
building exterior
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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
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CN201520762511.7U
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Chinese (zh)
Inventor
曹阳
骆胜祥
陈源源
王朝晖
吴凯
杨得成
宋杰
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RISESUN CONSTRUCTION ENGINEERING Co Ltd
China Construction Fifth Engineering Bureau Co Ltd
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RISESUN CONSTRUCTION ENGINEERING Co Ltd
China Construction Fifth Engineering Bureau Co Ltd
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Application filed by RISESUN CONSTRUCTION ENGINEERING Co Ltd, China Construction Fifth Engineering Bureau Co Ltd filed Critical RISESUN CONSTRUCTION ENGINEERING Co Ltd
Priority to CN201520762511.7U priority Critical patent/CN205134921U/en
Application granted granted Critical
Publication of CN205134921U publication Critical patent/CN205134921U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

建筑外墙混凝土构造柱悬挂施工平台Construction platform suspended from concrete construction columns of building exterior wall

技术领域 technical field

本实用新型涉及一种建筑施工平台,尤其是一种建筑外墙混凝土构造柱悬挂施工平台。 The utility model relates to a building construction platform, in particular to a construction platform for hanging a concrete structural column of an outer wall of a building.

背景技术 Background technique

钢筋混凝土框架结构是民用建筑中的一种广泛应用的结构形式,这种结构的框架间外墙施工时,目前,一般需要应用外脚手架,外脚手架存在着结构复杂,材料耗用量大,施工成本高的缺陷。 Reinforced concrete frame structure is a widely used structural form in civil buildings. At present, external scaffolding is generally required for the construction of external walls between frames of this structure. External scaffolding has complex structures and large material consumption. Construction High cost defects.

发明内容 Contents of the invention

本实用新型的技术任务是针对以上现状的不足之处,提供一种结构简单、安全性好的建筑外墙混凝土构造柱悬挂施工平台。 The technical task of the utility model is to provide a construction platform with a simple structure and good safety for the suspension of the concrete structural column of the building exterior wall in view of the shortcomings of the above current situation.

本实用新型解决其技术问题所采用技术方案是:本实用新型的建筑外墙混凝土构造柱悬挂施工平台,结构包括立柱与连接横杆连接组成框架结构,在框架结构的两端上部设置上支承杆,在框架结构的两端下部设置下支承杆,上加强斜杆连接立柱和上支承杆,下加强杆连接立柱和下支承杆;上支承杆上设置预紧丝杆和十字插销;吊装环设置在最顶部的连接横杆上,平台板设置在底部和/或中部的连接横杆上,防护网设置在框架结构的外立面及两个侧面上。 The technical solution adopted by the utility model to solve its technical problems is: the concrete structure column of the building exterior wall of the utility model hangs the construction platform. , the lower supporting rods are set at the lower parts of both ends of the frame structure, the upper reinforcing inclined rods connect the uprights and the upper supporting rods, the lower reinforcing rods connect the uprights and the lower supporting rods; the upper supporting rods are provided with pre-tightening screws and cross pins; On the top connecting cross bar, the platform board is arranged on the bottom and/or middle connecting cross bar, and the protective net is arranged on the outer facade and two sides of the frame structure.

所述的立柱、连接横杆、上支承杆、下支承杆皆采用方钢管制作。 The upright column, the connecting cross bar, the upper supporting rod and the lower supporting rod are all made of square steel pipes.

所述的顶紧丝杆直径不小于20mm。 The diameter of the tightening screw is not less than 20mm.

所述的防护网为密目网。 The protective net is dense mesh.

本实用新型的建筑外墙混凝土构造柱悬挂施工平台和现有技术相比,具有以下特点:本实用新型通过设置了立柱、连接横杆,达到了设计科学,结构简单、移动方便,可多次周转使用的好的效果。在无外脚手架情况下,提供了外墙混凝土构造柱施工的操作空间,保证了安全施工。 Compared with the prior art, the concrete structure column suspension construction platform of the building exterior wall of the utility model has the following characteristics: the utility model has achieved a scientific design by setting up columns and connecting cross bars, and is simple in structure, easy to move, and can be used many times Turnaround use works well. In the case of no external scaffolding, it provides an operating space for the construction of the concrete structural column of the external wall, ensuring safe construction.

附图说明 Description of drawings

下面结合附图对本实用新型进一步说明。 Below in conjunction with accompanying drawing, the utility model is further described.

附图1是一种建筑外墙混凝土构造柱悬挂施工平台的结构示意图。 Accompanying drawing 1 is a kind of structural schematic diagram of the construction platform suspended by the concrete structural column of the building exterior wall.

附图2是一种建筑外墙混凝土构造柱悬挂施工平台的安装侧视图。 Accompanying drawing 2 is the installation side view of a construction platform suspended from the concrete structural column of the building exterior wall.

图中:1、立柱,2、连接横杆,3、上支承杆,4、下支承杆,5、上加强斜杆,6、顶紧丝杆,7、十字插销,8、吊装环,9、防护网,10、平台板,11、下加强杆。 In the figure: 1. Upright column, 2. Connecting cross bar, 3. Upper supporting rod, 4. Lower supporting rod, 5. Upper reinforcing oblique rod, 6. Top tightening screw, 7. Cross pin, 8. Hoisting ring, 9 , protective net, 10, platform plate, 11, lower reinforcing bar.

具体实施方式 detailed description

参照说明书附图对建筑外墙混凝土构造柱悬挂施工平台作以下详细地说明。 With reference to the accompanying drawings of the description, the construction platform suspended by the concrete structural column of the building exterior wall is described in detail below.

本实用新型的建筑外墙混凝土构造柱悬挂施工平台,结构包括立柱1与连接横杆2连接组成框架结构,框架结构的两端上部设置上支承杆3,在框架结构的两端下部设置下支承杆4,上加强斜杆5连接立柱1和上支承杆3,下加强杆11连接立柱1和下支承杆4;上支承杆3上开一个螺纹孔和一个插销孔分别设置顶紧丝杆6、十字插销7。吊装环8设置在最顶部的连接横杆2上,平台板10设置在底部和/或中部的连接横杆2上,防护网9设置在框架结构的外立面及两个侧面上。 The construction platform is suspended by the concrete construction column of the building exterior wall of the utility model. The structure includes a frame structure composed of a column 1 connected with a connecting cross bar 2. Upper support rods 3 are arranged at the upper parts of both ends of the frame structure, and lower supports are arranged at the lower parts of both ends of the frame structure. Rod 4, the upper reinforcing oblique rod 5 connects the column 1 and the upper support rod 3, the lower reinforcing rod 11 connects the column 1 and the lower support rod 4; the upper support rod 3 has a threaded hole and a pin hole respectively provided with a top tightening screw 6 , cross bolt 7. The hoisting ring 8 is arranged on the top connecting crossbar 2, the platform plate 10 is arranged on the bottom and/or middle connecting crossbar 2, and the protective net 9 is arranged on the facade and two sides of the frame structure.

所述的立柱1、连接横杆2、上支承杆3、下支承杆4皆采用方钢管制作。 Described column 1, connecting cross bar 2, upper support bar 3, lower support bar 4 all adopt square steel pipe to make.

所述的顶紧丝杆6直径不小于20mm。 The diameter of the tightening screw 6 is not less than 20mm.

所述的防护网9为密目网。 The protective net 9 is a dense mesh.

所述的平台板10为50mm厚木板。 The platform board 10 is a 50mm thick wood board.

所述的十字插销、吊装环采用直径20mm的HPB300钢筋制作而成。 The cross pin and the hoisting ring are made of HPB300 steel bars with a diameter of 20 mm.

本实用新型在施工时,将钢丝绳绕穿过吊装环8,采用塔吊将本施工平台吊到安装位置,下部支承杆4放置在楼板上,旋进上部支承杆3上的顶紧丝杆6,卡住梁底,再将十字插销7插入上支承杆3上的插销孔内,卡住梁内侧,防止平台外倾。安装好平台后,根据构造柱施工的不同高度,在平台底部和/或中部铺平台板10,平台板10需用铁丝与连接横杆2绑扎牢固,防止滑移。最后在外立面及两个侧面挂防护网9。 During the construction of the utility model, the steel wire rope is passed through the hoisting ring 8, and the construction platform is hoisted to the installation position by a tower crane. The lower supporting rod 4 is placed on the floor, and screwed into the top tightening screw 6 on the upper supporting rod 3, Block the bottom of the beam, then insert the cross pin 7 into the pin hole on the upper support rod 3, block the inside of the beam, and prevent the platform from tilting out. After the platform is installed, according to the different heights of the structural column construction, the platform slab 10 is laid at the bottom and/or middle of the platform. The platform slab 10 needs to be bound firmly with the connecting cross bar 2 with iron wire to prevent slippage. Hang protective net 9 on facade and two sides at last.

施工完毕需要拆除时,首先清除平台上杂物,检查平台板10是否固定牢固,然后将塔吊钢丝绳拴住吊装环8,使钢丝绳保持较短的松弛长度,再旋出顶紧丝杆6,拔出十字插销7,最后配合塔吊用人力水平推出整个平台,由塔吊吊至下一个安装位置。。 When it needs to be dismantled after the construction is completed, first remove the sundries on the platform, check whether the platform slab 10 is firmly fixed, then fasten the steel wire rope of the tower crane to the hoisting ring 8 to keep the steel wire rope at a relatively short slack length, and then unscrew the top tightening screw 6 and pull it out. Push out the cross pin 7, and finally cooperate with the tower crane to push out the whole platform horizontally by manpower, and hang it to the next installation position by the tower crane. .

本实用新型在无外脚手架情况下,为工人安拆外墙中构造柱模板等操作提供施工平台与防护装置。 The utility model provides a construction platform and a protective device for workers to install and dismantle structural column templates in the outer wall without external scaffolding.

Claims (4)

1.建筑外墙混凝土构造柱悬挂施工平台,结构包括立柱(1)与连接横杆(2)连接组成框架结构,其特征在于:在框架结构的两端上部设置上支承杆(3),在框架结构的两端下部设置下支承杆(4),上加强斜杆(5)连接立柱(1)和上支承杆(3),下加强杆(11)连接立柱(1)和下支承杆(4);上支承杆(3)上设置顶紧丝杆(6)和十字插销(7);吊装环(8)设置在最顶部的连接横杆(2)上,平台板(10)设置在底部和/或中部的连接横杆(2)上,防护网(9)设置在框架结构的外立面及两个侧面上。 1. The construction platform is suspended by the concrete construction column of the building exterior wall, and the structure includes the column (1) connected with the connecting cross bar (2) to form a frame structure. The lower support rods (4) are arranged at the lower parts of both ends of the frame structure, the upper reinforcing oblique rods (5) connect the columns (1) and the upper support rods (3), and the lower reinforcement rods (11) connect the column (1) and the lower support rods ( 4); On the upper supporting rod (3), a jacking screw (6) and a cross pin (7) are arranged; the hoisting ring (8) is arranged on the top connecting crossbar (2), and the platform plate (10) is arranged on On the connecting cross bar (2) at the bottom and/or the middle part, the protective net (9) is arranged on the outer facade and two side surfaces of the frame structure. 2.根据权利要求1建筑外墙混凝土构造柱悬挂施工平台,其特征在于:所述的立柱(1)、连接横杆(2)、上支承杆(3)、下支承杆(4)皆采用方钢管制作。 2. According to claim 1, the construction platform suspended from the concrete structural column of the building exterior wall is characterized in that: the column (1), the connecting cross bar (2), the upper support bar (3), and the lower support bar (4) all adopt Made of square steel pipe. 3.根据权利要求1建筑外墙混凝土构造柱悬挂施工平台,其特征在于:所述的顶紧丝杆(6)直径不小于20mm。 3. According to claim 1, the construction platform suspended from the concrete structural column of the building exterior wall is characterized in that: the diameter of the tightening screw (6) is not less than 20 mm. 4.根据权利要求1建筑外墙混凝土构造柱悬挂施工平台,其特征在于:所述的防护网(9)为密目网。 4. According to claim 1, the construction platform suspended from the concrete structural column of the building exterior wall is characterized in that: the protective net (9) is a dense mesh.
CN201520762511.7U 2015-09-23 2015-09-23 Building outer wall concrete constructional column hangs construction platform Expired - Fee Related CN205134921U (en)

Priority Applications (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109604798A (en) * 2018-12-26 2019-04-12 安徽大昌科技股份有限公司 A kind of device for hanging spot-welder of retrofiting
CN110965761A (en) * 2019-12-31 2020-04-07 广西建工集团第五建筑工程有限责任公司 Scaffold suitable for multilayer assembled shear wall and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109604798A (en) * 2018-12-26 2019-04-12 安徽大昌科技股份有限公司 A kind of device for hanging spot-welder of retrofiting
CN110965761A (en) * 2019-12-31 2020-04-07 广西建工集团第五建筑工程有限责任公司 Scaffold suitable for multilayer assembled shear wall and construction method thereof

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160406

Termination date: 20180923

CF01 Termination of patent right due to non-payment of annual fee