CN207296361U - A kind of regularization assembled overhanging protection canopy - Google Patents

A kind of regularization assembled overhanging protection canopy Download PDF

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CN207296361U
CN207296361U CN201721232390.0U CN201721232390U CN207296361U CN 207296361 U CN207296361 U CN 207296361U CN 201721232390 U CN201721232390 U CN 201721232390U CN 207296361 U CN207296361 U CN 207296361U
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bottom plate
project
protective
main structure
embedded
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王寅峰
练达
韩千里
熊伟
廖勇
陈玉发
朱小兵
李敏
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Construction Engineering Co Ltd of China Railway No 5 Engineering Group Co Ltd
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Construction Engineering Co Ltd of China Railway No 5 Engineering Group Co Ltd
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Abstract

本实用新型公开了一种定型化装配式悬挑防护棚,包括具有底板和防护栏的防护棚身,防护栏设置在底部上,所述防护棚身可拆卸的连接在工程主体结构外立面上,其中,在所述底板两侧对称设置有第一承载吊环,在工程主体结构外立面上设置有第二承载吊环,在第一承载吊环与第二承载吊环之间连接有拉结卸荷机构,底板内端与工程主体结构外立面上的预埋连接件可拆卸连接;本实用新型具有安装、拆卸机械化;运输、存放方便;防护密闭紧固;固定方式巧妙不占用楼层空间;外观整洁美观等特点,可解决传统悬挑防护棚存在的安装、拆卸作业安全隐患大;材料周转、搁置成本损失;搭设不严密、不稳固;搭设方法占用大量楼层空间等技术问题。

The utility model discloses a stereotyped assembled cantilever protective shed, which comprises a protective shed body with a bottom plate and a protective fence, the protective fence is arranged on the bottom, and the protective shed body is detachably connected to the outer facade of the main structure of the project. On, wherein, the first bearing rings are arranged symmetrically on both sides of the bottom plate, the second bearing rings are arranged on the exterior surface of the main structure of the project, and a tie and unloading ring is connected between the first bearing rings and the second bearing rings. Loading mechanism, the inner end of the bottom plate is detachably connected with the pre-embedded connector on the facade of the main structure of the project; the utility model has the advantages of mechanized installation and disassembly; convenient transportation and storage; protective airtight fastening; the fixing method is ingenious and does not occupy the floor space; The appearance is neat and beautiful, which can solve the technical problems of traditional cantilever shelters such as large safety hazards in installation and disassembly operations; material turnover and shelving cost losses; erection is not tight and stable; the erection method takes up a lot of floor space and other technical problems.

Description

一种定型化装配式悬挑防护棚A stereotyped assembled cantilevered protective shed

技术领域technical field

本实用新型涉及一种建筑工程施工的悬挑防护棚,具体涉及一种适用于附着式提升脚手架作为外脚手架的建筑工程主体、装饰装修施工阶段的定型化装配式悬挑防护棚。The utility model relates to a cantilever protective shed for construction engineering construction, in particular to a stereotyped assembled cantilever protective shed which is suitable for an attached lifting scaffold as the main body of a construction project of an external scaffold, and in the construction stage of decoration.

背景技术Background technique

在建筑工程特别是高层建筑施工过程中,存在许多高处作业,尤其是作业层包含着大量施工作业活动。在施工过程中,如何避免由于高处坠物对坠落半径范围内的人员、财产造成伤害,就是一项尤为重要的安全技术措施。In the process of construction engineering, especially high-rise building construction, there are many high-altitude operations, especially the operation layer contains a large number of construction operations. During the construction process, how to avoid damage to people and property within the falling radius due to falling objects from a height is a particularly important safety technical measure.

针对上述安全隐患,建筑施工领域多选用悬挑防护棚作为安全措施来解决该隐患。传统悬挑防护棚多用钢管脚手架搭设而成,并在棚体框架上铺设脚手板。传统悬挑防护棚的使用本身就存在一定的安全隐患:在安装阶段,施工作业人员需要进行大量的悬空作业,造成较大安全隐患;在使用过程中,由于棚体自重较大、脚手板铺设整体性差、选用密目式安全网作为外立面封闭措施封闭性较差等因素使整个防护棚自身就伴随着一定高处坠物隐患,同时由于传统安装搭设方法须占用大量建筑楼层内的空间,也为后序施工作业带来了诸多不便;在拆除过程中,施工作业人员同样需要进行大量的悬空作业;除此之外在施工过程中会会产生许多材料周转、搁置等环节对经济效益带来了不利因素。In view of the above hidden dangers, cantilevered protective sheds are often used as safety measures in the field of construction to solve the hidden dangers. Traditional cantilevered sheds are mostly built with steel pipe scaffolding, and scaffolding boards are laid on the shed body frame. The use of the traditional cantilevered protective shed itself has certain safety hazards: during the installation stage, construction workers need to carry out a large number of suspended operations, resulting in greater safety hazards; Poor integrity, the use of dense-mesh safety net as the closure of the facade and poor sealing performance make the whole protective shed itself have a certain hidden danger of falling objects, and at the same time, due to the traditional installation method, it takes up a lot of space in the building floor , which also brings a lot of inconvenience to subsequent construction operations; during the demolition process, construction workers also need to carry out a large number of suspended operations; in addition, there will be many material turnover, shelving and other links during the construction process that will affect economic benefits brought disadvantages.

实用新型内容Utility model content

本实用新型要解决的技术问题是:提供一种定型化装配式悬挑防护棚,以解决传统悬挑防护棚存在的安装、拆卸作业安全隐患大;材料周转、搁置成本损失;搭设不严密、不稳固;搭设方法占用大量楼层空间等技术问题。The technical problem to be solved by the utility model is: to provide a stereotyped assembled cantilevered protective shed to solve the hidden dangers of installation and disassembly of the traditional cantilevered protective shed; the loss of material turnover and shelving costs; Instable; the erection method takes up a lot of floor space and other technical problems.

本实用新型的技术方案是:一种定型化装配式悬挑防护棚,包括具有底板和防护栏的防护棚身,防护栏设置在底部上,所述防护棚身可拆卸的铰接在工程主体结构外立面上,其中,在所述底板两侧对称设置有第一承载吊环,在工程主体结构外立面上设置有第二承载吊环,在第一承载吊环与第二承载吊环之间连接有拉结卸荷机构,底板内端与工程主体结构外立面上的预埋连接件可拆卸连接。The technical scheme of the utility model is: a stereotyped assembled cantilever protective shed, including a protective shed body with a bottom plate and a protective fence, the protective fence is arranged on the bottom, and the protective shed body is detachably hinged on the main structure of the project On the outer facade, wherein, a first load-bearing suspension ring is arranged symmetrically on both sides of the bottom plate, a second load-bearing suspension ring is arranged on the facade of the main structure of the project, and a connecting ring is connected between the first load-bearing suspension ring and the second load-bearing suspension ring Knot and unloading mechanism, the inner end of the bottom plate is detachably connected with the pre-embedded connector on the facade of the main structure of the project.

所述拉结卸荷机构包括钢丝绳,以及连接在钢丝绳上的花篮螺栓,其中在花篮螺栓两端的钢丝绳分别与第一承载吊环和第二承载吊环连接。The knot unloading mechanism includes a steel wire rope and a turnbuckle connected to the wire rope, wherein the steel wire ropes at both ends of the turnbuckle are respectively connected to the first load-bearing ring and the second load-bearing ring.

所述预埋连接件包括预埋螺母、连接螺栓和下连接件,其中,预埋螺母设置在工程主体结构内,连接螺栓和下连接件设置在工程主体结构外,连接螺栓与预埋螺母配合连接,下连接件套接在螺栓上,下连接件与设置在底板内端的上连接件通过螺杆和锁紧螺母连接。The embedded connectors include embedded nuts, connecting bolts and lower connectors, wherein the embedded nuts are arranged in the main structure of the project, the connecting bolts and the lower connectors are arranged outside the main structure of the project, and the connecting bolts cooperate with the embedded nuts connection, the lower connecting piece is sleeved on the bolt, and the lower connecting piece is connected with the upper connecting piece arranged at the inner end of the bottom plate through a screw rod and a lock nut.

所述预埋螺母为一端封闭的螺母,其开口端朝向外侧,并与工程主体结构外立面垂直,其封闭端与预埋件连接件连接。The embedded nut is a nut with one end closed, its open end faces outside, and is perpendicular to the facade of the main structure of the project, and its closed end is connected to the embedded part connector.

所述底板由至少两根工字钢作为底板工字钢主梁,在底板工字钢主梁之间每隔一定间距在与工字钢垂直方向设置有钢结构次梁,底板工字钢主梁与钢结构次梁形成框架结构,框架上铺设有钢面板,防护栏垂直于底板平面,连接在底板上。The bottom plate is composed of at least two I-beams as the main girders of the I-beams on the bottom plate, and steel structure secondary beams are arranged at regular intervals between the main beams of the I-beams on the bottom plate in the direction perpendicular to the I-beams. The beam and the secondary beam of the steel structure form a frame structure, and the steel panel is laid on the frame, and the guardrail is perpendicular to the plane of the bottom plate and connected to the bottom plate.

所述防护栏包括固定栏和活动栏,其中固定栏设置在底板外侧端,活动栏设置在底板内侧端,转动栏和活动栏铰接,活动栏可在底板上转动折叠。The guardrail includes a fixed fence and a movable fence, wherein the fixed fence is arranged on the outer side of the base plate, the movable fence is arranged on the inner side of the bottom plate, the rotating fence and the movable fence are hinged, and the movable fence can be rotated and folded on the bottom plate.

所述定型化装配式悬挑防护棚的装配方法,包括以下步骤:The assembly method of the stereotyped assembled cantilevered protective shed comprises the following steps:

(1)按实际要求在工程主体结构外立面上安装第一承载吊环和浇筑预埋连接件;(1) Install the first bearing ring and pouring embedded connectors on the facade of the main structure of the project according to actual requirements;

(2)使用垂直运输机械将防护棚身起吊,用拉结卸荷机构连接第一承载吊环和第二承载吊环;(2) Use vertical transport machinery to lift the protective shed body, and use the knot unloading mechanism to connect the first load-bearing ring and the second load-bearing ring;

(3)将底板内端与工程主体结构外立面上的预埋连接件对齐,并进行安装;(3) Align the inner end of the bottom plate with the pre-embedded connectors on the facade of the main structure of the project, and install them;

浇筑预埋连接件包括以下步骤:在梁板模板安装完成后,在梁侧模板钻孔,安装预埋螺母及连接螺栓,预埋螺母设置在梁内,连接螺栓连接在梁板模板外侧;混凝土初凝后,拆除梁侧模前,先取出连接螺栓。The pouring of the embedded connectors includes the following steps: After the beam slab formwork is installed, drill holes in the beam side formwork, install the embedded nuts and connecting bolts, the embedded nuts are set in the beam, and the connecting bolts are connected to the outside of the beam slab formwork; After initial setting, take out the connecting bolts before removing the beam side formwork.

本实用新型的有益效果是:本实用新型将传统防悬挑防护棚固定方式及安装方法进行革新,将悬挑防护棚固定在主体结构外立面,使用钢丝绳对悬挑防护棚进行卸荷;悬挑防护棚在地面组装完成后使用塔吊等垂直运输机械进行起吊安装,避免了传统悬挑防护棚搭设安装时需要耗费大量人工且作业人员需要进行的大量悬空作业的不利因素,同时将悬挑防护棚安装固定在主体结构外立面相比较于传统的安装工艺节省了大量楼层有效空间。The beneficial effects of the utility model are: the utility model innovates the fixing method and installation method of the traditional anti-cantilever protective shed, fixes the cantilever protective shed on the outer facade of the main structure, and uses steel wire ropes to unload the cantilever protective shed; After the cantilevered protective shed is assembled on the ground, vertical transport machinery such as a tower crane is used for hoisting and installation, which avoids the unfavorable factors of the traditional cantilevered protective shed that requires a lot of labor and the operator needs to carry out a large number of suspended operations. Compared with the traditional installation process, the protective shed is installed and fixed on the facade of the main structure, which saves a lot of effective space on the floor.

本实用新型避免了传统悬挑防护棚在安设、使用过程中造成的大量人工耗费和材料周转、搁置浪费。The utility model avoids a large amount of labor consumption, material turnover and shelving waste caused by the traditional cantilever protective shed during installation and use.

本实用新型选用全钢结构定型化装配式悬挑防护棚,结构稳定、承载力大、抗冲击能力强、安装拆卸实现机械化、运输便捷、可重复使用、外形美观显眼、便于大范围推广实施、具有较好的经济效益。The utility model adopts an all-steel structure stereotyped assembled cantilever protective shed, which has stable structure, large bearing capacity, strong impact resistance, mechanized installation and disassembly, convenient transportation, reusable, beautiful and conspicuous appearance, and is convenient for large-scale promotion and implementation. It has good economic benefits.

综上所述,本实用新型具有安装、拆卸机械化;运输、存放方便;防护密闭紧固;固定方式巧妙不占用楼层空间;外观整洁美观等特点,可解决传统悬挑防护棚存在的安装、拆卸作业安全隐患大;材料周转、搁置成本损失;搭设不严密、不稳固;搭设方法占用大量楼层空间等技术问题。To sum up, the utility model has the characteristics of mechanization of installation and disassembly; There are many hidden dangers in operation safety; material turnover and shelving cost loss; the erection is not tight and stable; the erection method takes up a lot of floor space and other technical problems.

附图说明Description of drawings

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

图2是本实用新型在既有外脚手架工程上的应用结构示意图;Fig. 2 is a schematic diagram of the application structure of the utility model on the existing external scaffolding engineering;

图3是本实用新型下连接件预埋件大样图;Fig. 3 is a large sample diagram of the embedded part of the lower connector of the present invention;

图4是本实用新型连接装置大样图;Fig. 4 is a large sample diagram of the connecting device of the present invention;

图5是本实用新型上连接件、下连接件连接示意图;Fig. 5 is a schematic diagram of connecting the upper connector and the lower connector of the present invention;

图中:1、工程主体结构,2、外立面,3、工字钢主梁,4、钢结构次梁,5、第一承载吊环,6、踢脚板,7、防护栏,8、钢丝绳,9、下连接件,10、上连接件,11、第二承载吊环,12、连接螺栓,13、预埋螺母,14、梁板模板,15、预埋件连接件,16、上插孔,17、螺栓插孔,18、起重吊环,19、螺杆,20、锁紧螺母,21、下插孔,22、铰接件,23、外脚手架,24、花篮螺栓。In the figure: 1. Main structure of the project, 2. Facade, 3. I-beam main beam, 4. Secondary beam of steel structure, 5. First bearing ring, 6. Skirting board, 7. Guardrail, 8. Steel wire rope, 9. Lower connecting piece, 10. Upper connecting piece, 11. Second bearing ring, 12. Connecting bolt, 13. Embedded nut, 14. Beam plate template, 15. Embedded piece connecting piece, 16. Upper jack, 17, bolt socket, 18, hoisting ring, 19, screw rod, 20, lock nut, 21, lower socket, 22, hinge, 23, outer scaffold, 24, turnbuckle bolt.

具体实施方式Detailed ways

下面结合附图及具体的实施例对实用新型进行进一步介绍:Below in conjunction with accompanying drawing and specific embodiment the utility model is further introduced:

参考图1至图5,本实用新型实施例一种定型化装配式悬挑防护棚,包括定型化装配式防护棚身、工程主体结构1外立面2上的预埋连接件和拉结卸荷机构。Referring to Fig. 1 to Fig. 5, the embodiment of the utility model is a stereotyped assembled cantilevered protective shed, including a stereotyped assembled protective shed body, a pre-embedded connector on the facade 2 of the main structure 1 of the project, and a knotting and unloading shed. Dutch agency.

防护棚身包括底板和防护栏7,底板由至少两根工字钢作为底板工字钢主梁3,在底板工字钢主梁3之间每隔一定间距在与工字钢垂直方向设置有钢结构次梁4,底板工字钢主梁3与钢结构次梁4形成框架结构,框架上铺设有钢面板,防护栏7垂直于底板平面,连接在底板上,在底板上安装有踢脚板6。在底板两侧对称设置有多个第一承载吊环5,以及称重吊环。防护栏7包括固定栏和活动栏,其中固定栏设置在底板外侧端,活动栏设置在底板内侧端,固定栏和活动栏通过铰接件22铰接,活动栏可在底板上转动折叠。The protective shed body includes a base plate and a guardrail 7, the base plate is made of at least two I-beams as the base plate I-beam girders 3, and the base plate I-beam girders 3 are arranged at regular intervals in the vertical direction with the I-beams. Steel structure secondary beam 4, bottom plate I-beam main beam 3 and steel structure secondary beam 4 form a frame structure, steel panels are laid on the frame, guardrails 7 are perpendicular to the bottom plate plane, connected to the bottom plate, and skirting boards 6 are installed on the bottom plate . A plurality of first bearing rings 5 and weighing rings are arranged symmetrically on both sides of the bottom plate. Guardrail 7 comprises fixed column and movable column, and wherein fixed column is arranged on base plate outer end, and movable column is arranged on base plate inboard end, and fixed column and movable column are hinged by hinge 22, and movable column can be rotated and folded on base plate.

具体实施中可选用16号工字钢沿悬挑防护棚搭设长度方向垂直于主体结构间隔2000mm设置一道作为底板工字钢主梁3;底板钢结构次梁4可选用C型钢,次梁可按照:垂直于底板工字钢主梁3,间隔500mm设置一道进行安设;防护栏7具体实施中可按照:龙骨可选用方钢进行搭设,龙骨搭设完成后满挂钢结构面板,并在防护栏7底部安设防护栏7踢脚板6,所述踢脚板6竖直方向搭设高度大于180mm,所述防护栏7竖直方向搭设高度大于1200mm。所述防护栏7在某一处断开刚接,其内为活动栏,其外围固定栏,二者铰接,使活动栏可转动折叠,以满足在既有外脚手架23工程基础上使用本悬挑防护棚。In the specific implementation, No. 16 I-steel can be used to set up a line perpendicular to the main structure at an interval of 2000mm along the length direction of the cantilevered protective shed as the main beam 3 of the I-steel on the bottom plate; the secondary beam 4 of the steel structure of the bottom plate can be C-shaped steel, and the secondary beam can be according to : perpendicular to the base plate I-beam main girder 3, and install one at an interval of 500mm; in the specific implementation of the guardrail 7, it can be set up according to: the keel can be erected with square steel, and the steel structure panel is fully hung after the keel is erected, and on the guardrail The 7 bottoms are equipped with guardrail 7 skirting boards 6, and the height of the skirting boards 6 is greater than 180mm in the vertical direction, and the height of the vertical direction of the guardrail 7 is greater than 1200mm. The guardrail 7 is disconnected and rigidly connected at a certain place, and the inside is a movable fence, and the outer fixed fence is hinged, so that the movable fence can be rotated and folded, so as to meet the requirements of using this suspension on the basis of the existing external scaffolding 23 engineering. Pick a shelter.

预埋连接件包括预埋螺母13、连接螺栓12和下连接件9,其中,预埋螺母13设置在工程主体结构1内,连接螺栓12和下连接件9设置在工程主体结构1外,连接螺栓12与预埋螺母13配合连接,下连接件9套接在螺栓上,下连接件9与设置在底板内端的上连接件10通过螺杆19和锁紧螺母20连接。预埋螺母13为一个一端封闭的螺母,封闭端与预埋件连接件15焊接,预埋螺母13可选用18号,预埋件连接件15可选用的二级钢,所述下连接件9可选用10mm钢板加工制作,并预留出连接件插孔和螺栓插孔17。所述预埋螺母13为一端封闭的螺母,其开口端朝向外侧,并与工程主体结构1外立面2垂直,其封闭端与预埋件连接件15连接。其浇筑安拆方法为:在梁侧模板安装完成后,在梁侧模板钻孔,安装预埋螺母13及连接螺栓12,确保预埋螺母13在梁内,连接螺栓12在梁板模板14外侧,混凝土初凝后,拆除梁侧模板前,先取出连接螺栓12;安装下连接件9时,通过连接螺栓12穿过螺栓插孔17再与预埋螺母13拧紧,固定下连接件9。The embedded connectors include embedded nuts 13, connecting bolts 12 and lower connectors 9, wherein the embedded nuts 13 are arranged in the main engineering structure 1, the connecting bolts 12 and the lower connecting piece 9 are arranged outside the main engineering structure 1, and the connecting The bolt 12 is connected with the embedded nut 13, the lower connecting piece 9 is sleeved on the bolt, and the lower connecting piece 9 is connected with the upper connecting piece 10 arranged at the inner end of the bottom plate through the screw rod 19 and the locking nut 20. The embedded nut 13 is a nut with one end closed, and the closed end is welded with the embedded part connector 15. The embedded nut 13 can be selected from No. 18, and the embedded part connector 15 can be selected from secondary steel. The lower connector 9 10mm steel plate can be used for processing and manufacturing, and connector sockets and bolt sockets 17 are reserved. The embedded nut 13 is a nut with one end closed, its open end is facing outward, and is perpendicular to the exterior surface 2 of the main structure 1 of the project, and its closed end is connected to the embedded part connector 15 . The pouring installation and disassembly method is: after the beam side formwork is installed, drill holes in the beam side formwork, install the embedded nuts 13 and connecting bolts 12, ensure that the embedded nuts 13 are inside the beam, and the connecting bolts 12 are outside the beam slab formwork 14 , after the initial setting of the concrete, before removing the beam side formwork, take out the connecting bolt 12;

拉结卸荷机构包括钢丝绳8,以及连接在钢丝绳8上的花篮螺栓24,其中在花篮螺栓24两端的钢丝绳8分别与第一承载吊环5和第二承载吊环11连接。The knot unloading mechanism includes a wire rope 8 and a turnbuckle 24 connected to the wire rope 8 , wherein the wire rope 8 at both ends of the turnbuckle 24 is respectively connected to the first bearing ring 5 and the second bearing ring 11 .

本实用新型实施例定型化装配式悬挑防护棚的装配方法,包括以下步骤:The assembly method of the stereotyped assembled cantilever protective shed in the embodiment of the utility model includes the following steps:

(1)按实际要求在工程主体结构1外立面2上安装第一承载吊环5和浇筑预埋连接件;(1) Install the first bearing ring 5 and pouring embedded connectors on the facade 2 of the main structure 1 of the project according to actual requirements;

(2)使用垂直运输机械通过起重吊环18将防护棚身起吊,用拉结卸荷机构连接第一承载吊环5和第二承载吊环11;(2) Use a vertical transport machine to lift the protective shed body through the lifting ring 18, and connect the first load-bearing ring 5 and the second load-bearing ring 11 with a knot unloading mechanism;

(3)将底板内端与工程主体结构1外立面2上的预埋连接件15对齐,并进行安装,其中,上插孔16与下插孔21重合,插入上下连接件9连接螺杆19,上、下连接件9连接螺杆19分别穿过上插孔16与下插孔21,最后与上下连接件9连接螺杆19、锁紧螺母20进行螺栓连接,使悬挑防护棚通过上连接件10、下连接件9连接螺杆19与工程主体结构1形成铰接连接。(3) Align the inner end of the bottom plate with the pre-embedded connector 15 on the facade 2 of the main structure 1 of the project, and install it, wherein the upper socket 16 coincides with the lower socket 21, insert the upper and lower connectors 9 and connect the screw 19 , the upper and lower connectors 9 connecting screw 19 pass through the upper socket 16 and the lower socket 21 respectively, and finally connect the upper and lower connectors 9 with the connecting screw 19 and lock nut 20 for bolt connection, so that the cantilevered protective shed passes through the upper connector 10. The connecting screw 19 of the lower connecting piece 9 forms a hinged connection with the main engineering structure 1 .

以上内容是结合具体的优选实施方式对本实用新型所作的进一步详细说明,不能认定本实用新型的具体实施只局限于这些说明。对于本实用新型所属技术领域的普通技术人员来说,在不脱离本实用新型构思的前提下,还可以做出若干简单推演或替换,都应当视为属于本实用新型的保护范围。The above content is a further detailed description of the utility model in combination with specific preferred embodiments, and it cannot be assumed that the specific implementation of the utility model is only limited to these descriptions. For a person of ordinary skill in the technical field to which the utility model belongs, without departing from the concept of the utility model, some simple deduction or substitutions can also be made, which should be regarded as belonging to the protection scope of the utility model.

Claims (6)

1.一种定型化装配式悬挑防护棚,包括具有底板和防护栏(7)的防护棚身,防护栏(7)设置在底部上,其特征在于:所述防护棚身可拆卸的铰接在工程主体结构(1)外立面(2)上,其中,在所述底板两侧对称设置有第一承载吊环(5),在工程主体结构(1)外立面(2)上设置有第二承载吊环(11),在第一承载吊环(5)与第二承载吊环(11)之间连接有拉结卸荷机构,底板内端与工程主体结构(1)外立面(2)上的预埋连接件可拆卸连接。1. A stereotyped assembled cantilevered protective shed, comprising a protective shed body with a bottom plate and a protective fence (7), the protective fence (7) is arranged on the bottom, characterized in that the protective shed body is detachable and hinged On the facade (2) of the main structure of the project (1), first bearing rings (5) are arranged symmetrically on both sides of the bottom plate, and on the facade (2) of the main structure of the project (1) there are The second load lifting ring (11), a tie and unloading mechanism is connected between the first load lifting ring (5) and the second load lifting ring (11), and the inner end of the bottom plate is connected to the exterior surface (2) of the main structure of the project (1). The pre-embedded connectors on it can be detachably connected. 2.根据权利要求1所述的定型化装配式悬挑防护棚,其特征在于:所述拉结卸荷机构包括钢丝绳(8),以及连接在钢丝绳(8)上的花篮螺栓(24),其中在花篮螺栓(24)两端的钢丝绳(8)分别与第一承载吊环(5)和第二承载吊环(11)连接。2. The stereotyped assembled cantilever shelter according to claim 1, characterized in that: the knot unloading mechanism includes a steel wire rope (8), and a turnbuckle (24) connected to the steel wire rope (8), Wherein the steel wire ropes (8) at the two ends of the turnbuckle bolts (24) are respectively connected with the first bearing ring (5) and the second bearing ring (11). 3.根据权利要求1所述的定型化装配式悬挑防护棚,其特征在于:所述预埋连接件包括预埋螺母(13)、连接螺栓(12)和下连接件(9),其中,预埋螺母(13)设置在工程主体结构(1)内,连接螺栓(12)和下连接件(9)设置在工程主体结构(1)外,连接螺栓(12)与预埋螺母(13)配合连接,下连接件(9)套接在螺栓上,下连接件(9)与设置在底板内端的上连接件(10)通过螺杆(19)和锁紧螺母(20)连接。3. The stereotyped assembled cantilever shelter according to claim 1, characterized in that: the embedded connectors include embedded nuts (13), connecting bolts (12) and lower connectors (9), wherein , the embedded nuts (13) are set inside the main structure of the project (1), the connecting bolts (12) and the lower connectors (9) are set outside the main structure of the project (1), the connecting bolts (12) and the embedded nuts (13 ) are matched and connected, the lower connecting piece (9) is sleeved on the bolt, and the lower connecting piece (9) is connected with the upper connecting piece (10) arranged at the inner end of the bottom plate through the screw rod (19) and the lock nut (20). 4.根据权利要求3所述的定型化装配式悬挑防护棚,其特征在于:所述预埋螺母(13)为一端封闭的螺母,其开口端朝向外侧,并与工程主体结构(1)外立面(2)垂直,其封闭端与预埋件连接件(15)连接。4. The stereotyped assembled cantilevered protective shed according to claim 3, characterized in that: the embedded nut (13) is a nut with one end closed, its open end faces outward, and is connected with the main structure of the project (1) The outer facade (2) is vertical, and its closed end is connected with the embedded component connector (15). 5.根据权利要求1所述的定型化装配式悬挑防护棚,其特征在于:所述底板由至少两根工字钢作为底板工字钢主梁(3),在底板工字钢主梁(3)之间每隔一定间距在与工字钢垂直方向设置有钢结构次梁(4),底板工字钢主梁(3)与钢结构次梁(4)形成框架结构,框架上铺设有钢面板,防护栏(7)垂直于底板平面,连接在底板上。5. The stereotyped assembled cantilevered protective shed according to claim 1, characterized in that: the bottom plate is composed of at least two I-beams as the bottom plate I-beam main beam (3), and the bottom plate I-beam main beam (3) There are steel structure secondary beams (4) at regular intervals in the vertical direction to the I-beams, and the bottom plate I-beam main beams (3) and steel structure secondary beams (4) form a frame structure, and laying on the frame There are steel panels, and the guardrail (7) is perpendicular to the plane of the base plate and connected to the base plate. 6.根据权利要求5所述的定型化装配式悬挑防护棚,其特征在于:所述防护栏(7)包括固定栏和活动栏,其中固定栏设置在底板外侧端,活动栏设置在底板内侧端,转动栏和活动栏铰接,活动栏可在底板上转动折叠。6. The stereotyped assembled cantilevered protective shed according to claim 5, characterized in that: the protective fence (7) includes a fixed fence and a movable fence, wherein the fixed fence is set on the outer end of the bottom plate, and the movable fence is set on the bottom plate At the inner side, the rotating column and the movable column are hinged, and the movable column can be rotated and folded on the base plate.
CN201721232390.0U 2017-09-25 2017-09-25 A kind of regularization assembled overhanging protection canopy Expired - Fee Related CN207296361U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107587711A (en) * 2017-09-25 2018-01-16 中铁五局集团建筑工程有限责任公司 A kind of regularization assembled overhanging protection canopy and its assembly method
CN110952763A (en) * 2019-11-21 2020-04-03 成都建工第二建筑工程有限公司 Construction method of externally-hung type externally-hung overhanging scaffold

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107587711A (en) * 2017-09-25 2018-01-16 中铁五局集团建筑工程有限责任公司 A kind of regularization assembled overhanging protection canopy and its assembly method
CN110952763A (en) * 2019-11-21 2020-04-03 成都建工第二建筑工程有限公司 Construction method of externally-hung type externally-hung overhanging scaffold

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