CN206784891U - A kind of prefabricated hoistway operation platform - Google Patents

A kind of prefabricated hoistway operation platform Download PDF

Info

Publication number
CN206784891U
CN206784891U CN201720639638.9U CN201720639638U CN206784891U CN 206784891 U CN206784891 U CN 206784891U CN 201720639638 U CN201720639638 U CN 201720639638U CN 206784891 U CN206784891 U CN 206784891U
Authority
CN
China
Prior art keywords
platform
frame
welded
frame leg
elevator shaft
Prior art date
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
Application number
CN201720639638.9U
Other languages
Chinese (zh)
Inventor
秦亮
王春锋
孟凡勇
李强
周放
荆汉秋
赵海滨
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Shougang Construction Group Co Ltd
Original Assignee
Beijing Shougang Construction Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Beijing Shougang Construction Group Co Ltd filed Critical Beijing Shougang Construction Group Co Ltd
Priority to CN201720639638.9U priority Critical patent/CN206784891U/en
Application granted granted Critical
Publication of CN206784891U publication Critical patent/CN206784891U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)

Abstract

一种预制式电梯井操作平台,属于建筑工程中操作平台技术领域。包括:平台骨架(1)、架腿(2)、架腿斜支撑(3)、吊耳(4)、平台面板(5);架腿(2)与平台骨架(1)一边居中垂直焊接,架腿斜支撑(3)一端与架腿(2)底部100mm处焊接,另一端与平台骨架(1)和架腿(2)连接边的对边焊接,吊耳(4)与平台骨架(1)的四角垂直焊接;平台面板(5)与平台骨架(1)焊接。优点在于,省时省力,工作效率高,节约施工成本。

A prefabricated elevator shaft operating platform belongs to the technical field of operating platforms in construction engineering. Including: platform frame (1), frame legs (2), frame leg diagonal supports (3), lifting lugs (4), platform panel (5); frame legs (2) and platform frame (1) are vertically welded in the middle of one side, One end of the diagonal support of the frame leg (3) is welded to the bottom of the frame leg (2) at 100 mm, the other end is welded to the opposite side of the connecting edge of the platform frame (1) and frame leg (2), and the lifting lug (4) is connected to the platform frame (1) ) are welded vertically at the four corners; the platform panel (5) is welded with the platform frame (1). The advantages are that it saves time and labor, has high work efficiency, and saves construction costs.

Description

一种预制式电梯井操作平台A prefabricated elevator shaft operating platform

技术领域technical field

本实用新型属于建筑工程中操作平台技术领域,特别是提供了一种预制式电梯井操作平台。The utility model belongs to the technical field of operating platforms in construction engineering, and in particular provides a prefabricated elevator shaft operating platform.

背景技术Background technique

建筑施工中电梯井操作平台多采用墙体留洞搭设脚手架,这种方法存在立杆缺失而导致的受力性能和稳定性差的缺点,存在一定的安全隐患而且搭设脚手架费工费料。In construction, the elevator shaft operation platform mostly uses the wall to leave holes to build scaffolding. This method has the disadvantages of poor mechanical performance and stability caused by the lack of vertical poles, and there are certain potential safety hazards, and the scaffolding is labor-intensive and material-intensive.

实用新型内容Utility model content

本实用新型的目的在于提供一种预制式电梯井施工平台,解决了墙体留洞搭设脚手架而导致的受力性能和稳定性差等问题。采用槽钢制作,结构、制作简单,安装施工方便、可周转、重复使用,提高效率、保证安全,降低施工成本。The purpose of the utility model is to provide a prefabricated elevator shaft construction platform, which solves the problems of poor mechanical performance and poor stability caused by setting up scaffolds with holes left in the wall. Made of channel steel, the structure and manufacture are simple, the installation and construction are convenient, turnaround, and repeated use can improve efficiency, ensure safety, and reduce construction costs.

本实用新型包括:平台骨架1、架腿2、架腿斜支撑3、吊耳4、平台面板5。架腿2与平台骨架1一边居中垂直焊接,架腿斜支撑3一端与架腿2底部100mm处焊接,另一端与平台骨架1和架腿2连接边的对边焊接,吊耳4与平台骨架1的四角垂直焊接。平台面板5与平台骨架1焊接。组件连接完成,形成一个整体电梯井操作平台。The utility model comprises: a platform frame 1, a frame leg 2, a frame leg oblique support 3, lifting lugs 4, and a platform panel 5. Frame leg 2 is welded vertically to one side of platform frame 1, one end of frame leg slant support 3 is welded to the bottom 100mm of frame leg 2, the other end is welded to the opposite side of the connecting side of platform frame 1 and frame leg 2, and lifting lug 4 is connected to platform frame 1 The four corners are welded vertically. The platform panel 5 is welded to the platform frame 1 . The components are connected to form a whole elevator shaft operation platform.

首先将按照电梯井的实际长宽尺寸,将14#槽钢切割比电梯井实际尺寸短5cm。通过垂直焊接连接方式将其组合成一个矩形骨架,在平台骨架中间焊接三道水平14#槽钢支撑,形成平台骨架1;再切割两根与楼层高度相同长度的14#槽钢。两根14#槽钢通过12#槽钢进行焊接连接,其宽度比电梯井门洞口宽度短20cm,12#槽钢的间距为500mm。分别在两根14#槽钢一端100mm处垂直焊接长度150mm的14#槽钢。用三角支架焊接固定,形成架腿2;再切割两根14#槽钢,长度为电梯井进深尺寸与楼层高度的形成的三角形斜边长,为架腿斜支撑3;然后采用不小于8mm厚的钢板制作内径为50mm的吊耳4;采用5mm厚的钢板依据电梯井的实际尺寸裁剪平台面板5。First, according to the actual length and width of the elevator shaft, cut the 14# channel steel 5cm shorter than the actual size of the elevator shaft. Combine them into a rectangular skeleton by vertical welding connection, weld three horizontal 14# channel steel supports in the middle of the platform skeleton to form platform skeleton 1; then cut two 14# channel steels with the same length as the floor height. Two 14# channel steels are welded and connected by 12# channel steels, the width of which is 20cm shorter than the width of the elevator shaft door opening, and the distance between 12# channel steels is 500mm. 14# channel steel with a length of 150mm is vertically welded at 100mm at one end of two 14# channel steels respectively. Weld and fix with triangular brackets to form frame legs 2; then cut two pieces of 14# channel steel, the length of which is the length of the hypotenuse of the triangle formed by the depth of the elevator shaft and the height of the floor, which is the diagonal support 3 of the frame legs; then use no less than 8mm thick A steel plate with an inner diameter of 50mm is used to make the lifting lug 4; a 5mm thick steel plate is used to cut the platform panel 5 according to the actual size of the elevator shaft.

本实用新型优点在于制作简单,操作灵活方便,受力性能和稳定性好,节省安全时间,省时省力,工作效率高,节约施工成本。The utility model has the advantages of simple manufacture, flexible and convenient operation, good stress performance and stability, saving safety time, time and labor, high work efficiency and saving construction cost.

附图说明Description of drawings

图1为本实用新型的组件示意图。Fig. 1 is a schematic diagram of components of the present utility model.

图2为电梯井操作平台组件连接完成示意图。Figure 2 is a schematic diagram of the completion of the connection of the elevator shaft operating platform components.

图3为电梯井操作平台的应用安装完成示意图。Figure 3 is a schematic diagram of the application and installation of the elevator shaft operating platform.

图4为电梯井操作层施工完成,电梯井内墙的模板拆除后示意图。Fig. 4 is a schematic diagram after the construction of the operation layer of the elevator shaft is completed and the formwork of the inner wall of the elevator shaft is removed.

图5为预制式操作平台周转吊运至上一层使用过程示意图。Fig. 5 is a schematic diagram of the prefabricated operating platform turnover hoisting to the upper layer for use.

图中,平台骨架1、架腿2、架腿斜支撑3、吊耳4、平台面板5。In the figure, the platform skeleton 1, the frame legs 2, the diagonal supports 3 of the frame legs, the lifting lugs 4, and the platform panel 5.

具体实施方式detailed description

本实用新型包括:平台骨架1、架腿2、架腿斜支撑3、吊耳4、平台面板5。架腿2与平台骨架1一边居中垂直焊接,架腿斜支撑3一端与架腿2底部100mm处焊接,另一端与平台骨架1和架腿2连接边的对边焊接,吊耳4与平台骨架1的四角垂直焊接。平台面板5与平台骨架1焊接。组件连接完成,形成一个整体电梯井操作平台。The utility model comprises: a platform frame 1, a frame leg 2, a frame leg oblique support 3, lifting lugs 4, and a platform panel 5. Frame leg 2 is welded vertically to one side of platform frame 1, one end of frame leg slant support 3 is welded to the bottom 100mm of frame leg 2, the other end is welded to the opposite side of the connecting side of platform frame 1 and frame leg 2, and lifting lug 4 is connected to platform frame 1 The four corners are welded vertically. The platform panel 5 is welded to the platform frame 1 . The components are connected to form a whole elevator shaft operation platform.

为能进一步了解本实用新型的发明内容、特点及功效,兹例举以下实施例,并配合附图详细说明如下:In order to further understand the invention content, characteristics and effects of the present utility model, the following examples are given, and detailed descriptions are as follows in conjunction with the accompanying drawings:

第一步:首先将按照电梯井的实际长宽尺寸及楼层的高度制作好的平台骨架1、架腿2、架腿斜支撑3、吊耳4、平台面板5根据设计图位置焊接牢固。Step 1: First, weld the platform frame 1, frame legs 2, frame leg oblique supports 3, lifting lugs 4, and platform panels 5 according to the position of the design drawing, which are made according to the actual length and width of the elevator shaft and the height of the floor.

第二步:然后通过塔吊上的钢丝绳穿过吊耳4,吊运至电梯井上方,垂直匀速下落在已完成的电梯井内,使其架腿2坐落在已完成电梯井门口的楼板上,作为支撑点来支撑着整个操作平台。经检查安全后,解除塔吊的钢丝绳。The second step: then pass the lifting lug 4 through the steel wire rope on the tower crane, hoist it to the top of the elevator shaft, and drop it vertically and uniformly in the completed elevator shaft, so that the frame legs 2 are located on the floor at the door of the completed elevator shaft, as Support points to support the entire operating platform. After checking the safety, release the wire rope of the tower crane.

第三步:待操作层施工完成,即电梯井内侧模板拆除后再用塔吊上的钢丝绳通过吊耳4,将预制式操作平台提升到上一个楼层。Step 3: After the construction of the operation floor is completed, that is, the inner formwork of the elevator shaft is removed, and then the wire rope on the tower crane passes through the lifting lug 4 to lift the prefabricated operation platform to the previous floor.

Claims (1)

  1. A kind of 1. prefabricated hoistway operation platform, it is characterised in that:Including:Platform skeleton (1), frame leg (2), frame leg bearing diagonal (3), hanger (4), platform panel (5);Frame leg (2) welds with platform skeleton (1) one side centered vertical, frame leg bearing diagonal (3) one With being welded at frame leg (2) bottom 100mm, the other end is connected the opposite side welding on side, hanger with platform skeleton (1) and frame leg (2) at end (4) with the corner vertical welding of platform skeleton (1);Platform panel (5) welds with platform skeleton (1).
CN201720639638.9U 2017-06-02 2017-06-02 A kind of prefabricated hoistway operation platform Expired - Fee Related CN206784891U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720639638.9U CN206784891U (en) 2017-06-02 2017-06-02 A kind of prefabricated hoistway operation platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720639638.9U CN206784891U (en) 2017-06-02 2017-06-02 A kind of prefabricated hoistway operation platform

Publications (1)

Publication Number Publication Date
CN206784891U true CN206784891U (en) 2017-12-22

Family

ID=60715232

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720639638.9U Expired - Fee Related CN206784891U (en) 2017-06-02 2017-06-02 A kind of prefabricated hoistway operation platform

Country Status (1)

Country Link
CN (1) CN206784891U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109098428A (en) * 2018-09-06 2018-12-28 重庆建工住宅建设有限公司 A kind of elevator hoistway construction platform
CN110939263A (en) * 2019-12-26 2020-03-31 中国十九冶集团(防城港)设备结构有限公司 Special operating frame for installation of shear wall formwork in elevator shaft and its use method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109098428A (en) * 2018-09-06 2018-12-28 重庆建工住宅建设有限公司 A kind of elevator hoistway construction platform
CN109098428B (en) * 2018-09-06 2023-11-21 重庆建工住宅建设有限公司 Elevator shaft construction platform
CN110939263A (en) * 2019-12-26 2020-03-31 中国十九冶集团(防城港)设备结构有限公司 Special operating frame for installation of shear wall formwork in elevator shaft and its use method

Similar Documents

Publication Publication Date Title
CN203891443U (en) Shear wall elevator shaftway assembly type operation platform
CN104310165A (en) Guide rail type adhesion construction lifter and construction method thereof
CN205476401U (en) Elevator well type steel protection construction platform
CN207144449U (en) A kind of hoistway operation platform
CN205296803U (en) Elevator automatic lifting operation panel
CN107190964A (en) A kind of construction method of prefabricated hoistway operation platform
CN107419893A (en) A kind of elevator steel platform and preparation method thereof
CN206233546U (en) A kind of elevator hoistways workbench
CN202577925U (en) Lifting type platform in elevator shaft
CN201991226U (en) Flange template support structure
CN212866793U (en) A prefabricated construction elevator parking platform
CN206174441U (en) Elevator shaft operation platform
CN104131635A (en) Method and platform for constructing peripheral shear wall of prefabricated staircase
CN206554485U (en) Hoisting type operating platform in a kind of vertical shaft
CN203320922U (en) Supporting device for forming of elevator shaft template
CN206220461U (en) A kind of packaged type I-steel hoistway operation platform
CN203924652U (en) The operation platform of periphery shear wall between a kind of precast stair
CN204662933U (en) A kind of hoistway operation frame lift-type steel platform
CN211257761U (en) Lifting type elevator shaft operating platform
CN204326487U (en) A kind of novel movable lift-type hoistway operation platform
CN204491824U (en) A kind of construction elevator basis conversion steel cushion cap
CN209957241U (en) a steel hanger
CN209413263U (en) A tool-type overall hoisting operation platform for an elevator shaft
CN203603438U (en) Movable operating platform for elevator shaft
CN207314793U (en) Operating platform between a kind of regularization precast stair

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171222