CN204781887U - Prefabricated assembly type structure's no outrigger construction platform - Google Patents

Prefabricated assembly type structure's no outrigger construction platform Download PDF

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Publication number
CN204781887U
CN204781887U CN201520472778.2U CN201520472778U CN204781887U CN 204781887 U CN204781887 U CN 204781887U CN 201520472778 U CN201520472778 U CN 201520472778U CN 204781887 U CN204781887 U CN 204781887U
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China
Prior art keywords
platform
secondary beam
operation platform
springboard
girder
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Expired - Lifetime
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CN201520472778.2U
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Chinese (zh)
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朱长根
樊继华
叶华
姜顺
范振江
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Shanghai Baoye Group Corp Ltd
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Shanghai Baoye Group Corp Ltd
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Abstract

The utility model relates to a scaffold especially relates to a prefabricated assembly type structure's no outrigger construction platform, construction platform include a pair of triangular supports frame of fixing on the prefabricated exterior wall board, the platform frame includes and regards as the girder with channel -section steel all around, and the angle steel is as secondary beam, girder and triangular supports frame welded connection, the wood springboard, wooden springboard, wooden iron wire and secondary beam ligature for the springboard are completely spread to the secondary beam top. The utility model discloses a side fascia installation provides work platform to assurance aerial work's safety and efficiency of construction are gone along with sb. To guard him facing the limit.

Description

预制装配式建筑的无外架施工平台Construction platform without external frame for prefabricated buildings

技术领域 technical field

本实用新型涉及脚手架,尤其涉及一种预制装配式建筑的施工平台。 The utility model relates to a scaffold, in particular to a construction platform for a prefabricated assembled building.

背景技术 Background technique

目前预制结构吊装施工存在临边防护的安全隐患,在实际工程中,大部分的临边防护均采用传统现浇的防护方式,即多层满铺脚手架,高层采用挑架的形式,传统的脚手架搭设时间长,需要花费很多人工。另,挑架设置需要在预制构件上留孔洞以及设置剪刀撑,从而破坏整体性并留下渗水隐患,并且拆卸很不方便等一系列弊端也造成了施工工期的延长。 At present, there are potential safety hazards in the prefabricated structure hoisting construction. In actual projects, most of the border protection adopts the traditional cast-in-place protection method, that is, multi-layer full-paved scaffolding, and the high-rise adopts the form of cantilevered frames. Traditional scaffolding It takes a long time to set up and requires a lot of labor. In addition, the setting of the cantilever requires holes to be left on the prefabricated components and scissors to be installed, thereby destroying the integrity and leaving hidden dangers of water seepage, and a series of disadvantages such as inconvenient disassembly also caused the extension of the construction period.

发明内容 Contents of the invention

本实用新型旨在解决现有技术的缺陷,提供一种预制装配式建筑的无外架施工平台。本实用新型为外墙板安装提供了作业平台,并对临边进行围护,保证高处作业的安全和施工效率。 The utility model aims at solving the defects of the prior art, and provides a construction platform without an outer frame of a prefabricated assembly building. The utility model provides an operation platform for the installation of the outer wall panels, and protects the borders to ensure the safety and construction efficiency of high-altitude operations.

为了解决上述技术问题,一种预制装配式建筑的无外架施工平台,所述的施工平台包括 In order to solve the above technical problems, a construction platform without an outer frame of a prefabricated building, the construction platform includes

一对固定在预制外墙板上的三角支撑架; A pair of triangular support frames fixed on the prefabricated exterior wall panels;

平台框架,包括以四周的槽钢作为主梁,角钢作为次梁,主梁和三角支撑架焊接连接; Platform frame, including the channel steel around as the main beam, the angle steel as the secondary beam, and the main beam and the triangle support frame are welded and connected;

木跳板,所述次梁上方满铺木跳板,木跳板用铁丝与次梁绑扎。 Wooden springboards, above the secondary beams are covered with wooden springboards, and the wooden springboards are bound with iron wires to the secondary beams.

根据权利要求1所述的预制装配式建筑的无外架施工平台,其特征在于,所述施工平台的围护栏杆采用成品栏杆,四周框架为钢管,距顶部和底部800mm位置各有一根钢管横杆与立杆连接。 The construction platform without outer frame of a prefabricated building according to claim 1, characterized in that, the enclosure railings of the construction platform are finished railings, the surrounding frames are steel pipes, and there is a steel pipe horizontally at a distance of 800mm from the top and the bottom. The rod is connected with the upright.

所述的预制装配式建筑的无外架施工平台,所述围护栏杆外立面用钢丝网围护。 In the prefabricated prefabricated building construction platform without an outer frame, the outer facade of the enclosure railings is enclosed by steel wire mesh.

所述的预制装配式建筑的无外架施工平台,所述三角支撑架采用对拉螺栓固定在预制外墙板上。 In the construction platform without an outer frame of the prefabricated assembly building, the triangular support frame is fixed on the prefabricated outer wall board by using pull bolts.

本实用新型为外墙板安装提供了作业平台,并对临边进行围护,保证高处作业的安全。相对外传统外搭脚手架节约了经济成本。整个高层建筑仅需两层的操作平台即可,可交替重复使用。操作平台的拆、卸均很便捷,施工效率大幅度提高。 The utility model provides an operation platform for the installation of the outer wall panels, and encloses the edges to ensure the safety of operations at high places. Compared with the traditional external scaffolding, the economic cost is saved. The entire high-rise building only needs two floors of operating platforms, which can be used alternately and repeatedly. The disassembly and disassembly of the operating platform is very convenient, and the construction efficiency is greatly improved.

附图说明 Description of drawings

下面,结合附图对本实用新型作进一步的说明 Below, the utility model will be further described in conjunction with the accompanying drawings

图1是本实用新型的结构示意图。 Fig. 1 is a structural representation of the utility model.

具体实施方式 Detailed ways

请看图1,本实用新型一种预制装配式建筑的无外架施工平台主要由平台框架、三角支撑架2、围护栏杆3三部分组成。平台板框架采用Q235B型钢制作,四周主梁1为6.5#槽钢,次梁4为L40*4角钢,间距400mm,次梁上方满铺木跳板5,木跳板5用铁丝与次梁绑扎。 Please see Fig. 1, the construction platform without outer frame of a kind of prefabricated assembly type building of the present invention is mainly made up of three parts of platform frame, triangular support frame 2, enclosure railing 3. The platform slab frame is made of Q235B steel. The surrounding main beam 1 is 6.5# channel steel, and the secondary beam 4 is L40*4 angle steel with a distance of 400mm. The wooden springboard 5 is fully paved above the secondary beam, and the wooden springboard 5 is tied to the secondary beam with iron wire.

每个平台设置两个L70*5角钢支撑的三角支撑架,支架与平台主梁可焊边满焊,每个三角支撑架上设置两个M22螺栓6,螺栓一端与支架焊接,另一端穿过预制外墙板上的预留孔后,拧紧螺母,将支架固定在预制外墙板上。 Each platform is provided with two triangular support frames supported by L70*5 angle steel. The support and the main beam of the platform can be fully welded. Two M22 bolts 6 are installed on each triangular support frame. One end of the bolt is welded to the support, and the other end passes through. After prefabricating the reserved holes on the exterior wall panels, tighten the nuts to fix the brackets on the prefabricated exterior wall panels.

围护栏杆采用成品栏杆,栏杆每块高1800mm,宽660mm,四周框架为φ28*2钢管,距顶部和底部800mm位置各有一根φ28*2.5钢管横杆与立杆连接,栏杆平面用钢丝网围护,钢丝网孔距50*50,钢丝直径φ3。 The fence railing adopts finished railings. Each railing is 1800mm high and 660mm wide. The surrounding frame is φ28*2 steel pipes. There is a φ28*2.5 steel pipe horizontal bar connected to the vertical bar at a distance of 800mm from the top and bottom, and the railing plane is surrounded by steel wire mesh. Protection, steel wire mesh pitch 50*50, steel wire diameter φ3.

Claims (4)

1. prefabrication without an outrigger operation platform, it is characterized in that, described operation platform comprises
Be fixed on the triangular support bracket on precast wall panel for a pair;
Platform framework, comprises using the channel-section steel of surrounding as girder, and angle steel is as secondary beam, and girder and triangular support bracket are welded to connect;
Wood springboard, completely spreads wooden springboard above described secondary beam, wooden springboard iron wire and secondary beam colligation.
2. prefabrication according to claim 1 without outrigger operation platform, it is characterized in that, the railing of going along with sb. to guard him of described operation platform adopts finished product railing, and surrounding framework is steel pipe, respectively has a steel pipe cross bar to be connected with vertical rod apart from top with 800mm position, bottom.
3. prefabrication according to claim 2 without outrigger operation platform, it is characterized in that, described in go along with sb. to guard him railing alien invasion gauze wire cloth and go along with sb. to guard him.
4. prefabrication according to claim 1 without outrigger operation platform, it is characterized in that, described triangular support bracket adopts split bolt to be fixed on precast wall panel.
CN201520472778.2U 2015-06-30 2015-06-30 Prefabricated assembly type structure's no outrigger construction platform Expired - Lifetime CN204781887U (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106351432A (en) * 2016-10-28 2017-01-25 中国冶集团有限公司 Assembled overhanging support frame
CN107060305A (en) * 2017-04-26 2017-08-18 中国十九冶集团有限公司 External wall construction operation platform and construction method
CN107063538A (en) * 2017-03-21 2017-08-18 广西大学 The clamping device of Blind Hole Method test sample residual stress
CN108952136A (en) * 2018-06-12 2018-12-07 天津住宅集团建设工程总承包有限公司 Removable monoblock type lifting protection frame body peace tears method open
CN109403609A (en) * 2018-12-19 2019-03-01 北京城建北方集团有限公司 Buttress type triangular support bracket
CN111794485A (en) * 2020-06-03 2020-10-20 北京工业大学 Structure and method of a prefabricated external frameless construction protection platform for shear wall structure
CN114809659A (en) * 2022-05-16 2022-07-29 北京城建北方集团有限公司 Unloading platform for construction engineering and construction method thereof
CN115045484A (en) * 2022-05-11 2022-09-13 中国二十冶集团有限公司 Method for erecting reinforced concrete truss girder one-time pouring support system
CN115929002A (en) * 2022-12-24 2023-04-07 中化二建集团有限公司 Card slot protective temporary platform

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106351432A (en) * 2016-10-28 2017-01-25 中国冶集团有限公司 Assembled overhanging support frame
CN107063538B (en) * 2017-03-21 2023-06-23 广西大学 Clamping device for testing residual stress of sample by blind hole method
CN107063538A (en) * 2017-03-21 2017-08-18 广西大学 The clamping device of Blind Hole Method test sample residual stress
CN107060305A (en) * 2017-04-26 2017-08-18 中国十九冶集团有限公司 External wall construction operation platform and construction method
CN108952136A (en) * 2018-06-12 2018-12-07 天津住宅集团建设工程总承包有限公司 Removable monoblock type lifting protection frame body peace tears method open
CN108952136B (en) * 2018-06-12 2020-09-08 天津住宅集团建设工程总承包有限公司 Detachable integral hoisting protection frame mounting and dismounting method
CN109403609A (en) * 2018-12-19 2019-03-01 北京城建北方集团有限公司 Buttress type triangular support bracket
CN109403609B (en) * 2018-12-19 2024-04-02 北京城建北方集团有限公司 Wall-supporting type triangular support frame
CN111794485A (en) * 2020-06-03 2020-10-20 北京工业大学 Structure and method of a prefabricated external frameless construction protection platform for shear wall structure
CN115045484A (en) * 2022-05-11 2022-09-13 中国二十冶集团有限公司 Method for erecting reinforced concrete truss girder one-time pouring support system
CN115045484B (en) * 2022-05-11 2025-09-05 中国二十冶集团有限公司 Erection method of reinforced concrete truss beam one-time casting support system
CN114809659A (en) * 2022-05-16 2022-07-29 北京城建北方集团有限公司 Unloading platform for construction engineering and construction method thereof
CN115929002A (en) * 2022-12-24 2023-04-07 中化二建集团有限公司 Card slot protective temporary platform

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Granted publication date: 20151118

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