CN205476401U - Elevator well type steel protection construction platform - Google Patents

Elevator well type steel protection construction platform Download PDF

Info

Publication number
CN205476401U
CN205476401U CN201521124533.7U CN201521124533U CN205476401U CN 205476401 U CN205476401 U CN 205476401U CN 201521124533 U CN201521124533 U CN 201521124533U CN 205476401 U CN205476401 U CN 205476401U
Authority
CN
China
Prior art keywords
platform
elevator shaft
construction platform
support frame
column
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 - Lifetime
Application number
CN201521124533.7U
Other languages
Chinese (zh)
Inventor
肖东
李军
周富良
敬代永
谢进
刘滔
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.)
China Railway Second Bureau Construction Co ltd
China Railway No 2 Engineering Group Co Ltd
China Railway Erju Construction Co Ltd
Original Assignee
Building Co Ltd Of Zhong Tieerju Group
China Railway No 2 Engineering 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 Building Co Ltd Of Zhong Tieerju Group, China Railway No 2 Engineering Group Co Ltd filed Critical Building Co Ltd Of Zhong Tieerju Group
Priority to CN201521124533.7U priority Critical patent/CN205476401U/en
Application granted granted Critical
Publication of CN205476401U publication Critical patent/CN205476401U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本实用新型涉及电梯井道施工技术领域领域,具体涉及一种电梯井型钢防护施工平台,包括平台和支撑架,所述支撑架为由型钢拼接而成的三角形结构,该三角形结构的一边与平台固定连接组成竖直方向平台结构,所述平台下设置有两个相互平行且尺寸相同的三角形支撑架,所述三角形支撑架通过设置的托起装置倚靠在电梯井一侧,所述平台向另一侧倾斜倚靠在电梯井墙面构成稳定的施工平台结构,所述电梯井型钢防护施工平台设置有起吊装置且该平台的尺寸与电梯井尺寸相适配。本实用新型解决了使用落地式脚手架或悬挑工字钢作为操作平台存在的反复铺设、反复拆除的问题,节约了大量人工和材料,降低了机具的使用频率,减少了磨损。

The utility model relates to the technical field of elevator shaft construction, in particular to an elevator shaft steel protection construction platform, including a platform and a support frame, the support frame is a triangular structure spliced by section steel, and one side of the triangular structure is fixed to the platform Connect to form a vertical platform structure. Two parallel triangular support frames of the same size are arranged under the platform. The side leans against the wall of the elevator shaft to form a stable construction platform structure. The elevator shaft steel protection construction platform is provided with a lifting device and the size of the platform is adapted to the size of the elevator shaft. The utility model solves the problem of repeated laying and repeated dismantling of using floor scaffolding or cantilevered I-beam as an operating platform, saves a lot of labor and materials, reduces the frequency of use of machines and tools, and reduces wear and tear.

Description

一种电梯井型钢防护施工平台An elevator shaft steel protective construction platform

技术领域 technical field

本实用新型涉及电梯井道施工技术领域,特别是一种电梯井型钢防护施工平台。 The utility model relates to the technical field of elevator shaft construction, in particular to an elevator shaft steel protection construction platform.

背景技术 Background technique

近年来,随着我国经济建设的飞速发展,建筑行业中的高层和超高层建筑也得到了迅猛发展,电梯的使用已经越来越普遍,在建造高层和超高层建筑施工过程中,电梯井道内侧剪力墙施工成为井道施工环节的重要一环。 In recent years, with the rapid development of my country's economic construction, high-rise and super high-rise buildings in the construction industry have also developed rapidly. The use of elevators has become more and more common. During the construction of high-rise and super high-rise buildings, the inside of the elevator shaft Shear wall construction has become an important part of shaft construction.

目前,在进行高层和超高层建筑电梯井内侧剪力墙模板施工时, 为了方便施工人员安拆模板和电梯井模板安装质量的控制及检查验收工作的开展,会搭建各式操作平台,目前使用的操作平台普遍为落地式脚手架或悬挑工字钢操作平台。 At present, when carrying out the construction of the shear wall formwork inside the elevator shaft of high-rise and super high-rise buildings, in order to facilitate the installation and removal of the formwork by the construction personnel and the quality control and inspection and acceptance of the elevator shaft formwork installation, various operating platforms will be built. The operating platform is generally floor scaffolding or cantilevered I-beam operating platform.

不论是使用落地式脚手架作为操作平台,还是使用悬挑工字钢操作平台,在每段电梯井模板作业过程中,都需要搭设落地式脚手架或利用预埋设施、结构梁来搭建悬挑工字钢做为操作平台,使用搭设好的操作平台进行模板的安拆、控制、检查和验收等工作,等这些工作完成后,需要将操作平台进行拆除,然后在下一段电梯井重新搭设落地式脚手架或悬挑工字钢操作平台进行作业,存在反复铺设、反复拆除操作平台的问题,对人工、材料、和机具造成极大的浪费,而且对施工进度也有较大影响。 No matter using the floor-standing scaffolding as the operation platform or the cantilevered I-beam operation platform, it is necessary to set up floor-to-ceiling scaffolding or use pre-embedded facilities and structural beams to build the cantilevered I-beam during the operation of each section of the elevator shaft formwork. Steel is used as the operating platform, and the erected operating platform is used to carry out work such as the installation and dismantling, control, inspection and acceptance of the formwork. After these tasks are completed, the operating platform needs to be dismantled, and then a floor-to-ceiling scaffold or scaffolding is re-established in the next section of the elevator shaft. The operation of the cantilevered I-beam operating platform has the problem of repeated laying and repeated dismantling of the operating platform, which causes a great waste of labor, materials, and machines and tools, and also has a great impact on the construction progress.

实用新型内容 Utility model content

本实用新型的发明目的在于:针对目前进行高层和超高层建筑电梯井内侧剪力墙模板施工时,使用落地式脚手架或悬挑工字钢作为操作平台存在的反复铺设、反复拆除的问题,提供一种电梯井型钢防护施工平台,该施工平台充分利用剪力墙体或结构梁,能轻易安装在电梯井内,用作电梯井内侧剪力墙模板施工作业平台,所述电梯井型钢防护施工平台制作简单,在搭设和拆除时非常方便,拆除后再次投入使用也非常快捷,节约了大量人工和材料,降低了机具的使用频率,减少了磨损。 The purpose of the invention of the present utility model is to solve the problem of repeated laying and repeated dismantling of floor scaffolding or cantilevered I-beam as the operating platform during the construction of the shear wall formwork inside the elevator shaft of high-rise and super high-rise buildings, and provide A steel protection construction platform for an elevator shaft, which fully utilizes shear walls or structural beams, can be easily installed in the elevator shaft, and is used as a construction work platform for the shear wall formwork inside the elevator shaft. The production is simple, and it is very convenient to set up and dismantle, and it is also very fast to put it into use again after dismantling, which saves a lot of labor and materials, reduces the frequency of use of machines and tools, and reduces wear and tear.

为了实现上述目的,本实用新型采用的技术方案为: In order to achieve the above object, the technical solution adopted by the utility model is:

一种电梯井型钢防护施工平台,包括平台和支撑架,所述支撑架为由型钢拼接而成的三角形结构,该三角形结构的一边与平台固定连接组成竖直方向平台结构,所述平台下设置有两个相互平行且尺寸相同的三角形支撑架,所述三角形支撑架下部还设置有用于将施工平台倚靠在电梯井内的托起装置,所述三角形支撑架通过托起装置倚靠在电梯井一侧,所述平台向另一侧倾斜倚靠在电梯井墙面构成稳定的施工平台结构,所述电梯井型钢防护施工平台的尺寸与电梯井尺寸相适配,所述电梯井型钢防护施工平台还设置有用于连接吊具的起吊装置。 A type steel protective construction platform for an elevator shaft, including a platform and a support frame, the support frame is a triangular structure spliced by section steel, one side of the triangular structure is fixedly connected with the platform to form a vertical platform structure, and the platform is arranged under the platform There are two parallel triangular support frames with the same size, the lower part of the triangular support frame is also provided with a lifting device for leaning the construction platform in the elevator shaft, and the triangular support frame leans against the side of the elevator shaft through the lifting device , the platform tilts to the other side and leans against the elevator shaft wall to form a stable construction platform structure. The size of the elevator shaft steel protection construction platform is adapted to the elevator shaft size, and the elevator shaft steel protection construction platform There are hoisting devices for attaching the spreader.

所述平台用作施工人员的作业场所,平台下设置有两个相互平行且尺寸相同的三角形支撑架,三角形支撑架对平台起着支撑和连接作用,两个三角形支撑架与平台固定连接后组成竖直方向的施工平台,三角形支撑架下部设置的托起装置可用于倚靠在电梯井一侧,平台向另一侧倾斜倚靠在电梯井墙面构成稳定的施工平台结构,安装好的电梯井型钢防护施工平台用于电梯井内侧剪力墙模板施工作业,当模板的安拆、控制、检查和验收等工作完成后,将所述电梯井型钢防护施工平台整体吊装放置到上一层电梯井内,开展电梯井内侧剪力墙模板施工作业,不再需要进行单独安装和单独拆除,很大程度上节约了人工、材料和机具,提升了施工进度。 The platform is used as a work place for construction personnel. Two triangular support frames parallel to each other and of the same size are arranged under the platform. The triangular support frames support and connect the platform. The two triangular support frames are fixedly connected to the platform to form a For the vertical construction platform, the lifting device provided at the lower part of the triangular support frame can be used to lean against one side of the elevator shaft, and the platform leans to the other side to lean against the wall of the elevator shaft to form a stable construction platform structure. The protective construction platform is used for the construction of the shear wall formwork inside the elevator shaft. After the installation, control, inspection and acceptance of the formwork are completed, the elevator shaft-shaped steel protective construction platform is hoisted and placed in the upper elevator shaft as a whole. Carrying out the construction of the shear wall formwork inside the elevator shaft does not need to be installed and dismantled separately, which greatly saves labor, materials and machines, and improves the construction progress.

作为本实用新型的优选方案,所述平台包括平板和连接骨架,所述连接骨架是由槽钢拼焊而成的方形平台结构,所述平板焊接固定在连接骨架上,平板的大小与连接骨架的尺寸相适配,所述支撑架为三角支撑架结构,包括主横梁、立柱和斜拉撑,主横梁两端固定在连接骨架上,立柱和斜拉撑连接着主横梁的一端同时固定在连接骨架上。所述连接骨架用于固定平板,使用平板作为平台台面,平整便于在上面开展施工作业,而支撑架需要承受平台上全部重量载荷,使用具有三角形状的三角支撑架非常合适。 As a preferred solution of the present utility model, the platform includes a flat plate and a connecting frame, the connecting frame is a square platform structure formed by channel steel tailor welding, the flat plate is welded and fixed on the connecting frame, the size of the flat plate and the connecting frame The size of the support frame is a triangular support frame structure, including main beams, columns and stays. Connect to the skeleton. The connecting frame is used to fix the flat plate, and the flat plate is used as the platform table, which is flat and easy to carry out construction work on it, and the support frame needs to bear all the weight load on the platform, so it is very suitable to use a triangular support frame with a triangular shape.

作为本实用新型的优选方案,所述平板的材料为花纹板,所述主横梁、立柱和斜拉撑的材料为槽钢,所述三角支撑架的斜拉撑上还设置有一根支撑筋条,支撑筋条另一端固定在主横梁与立柱的接头处。所述支撑筋条增强了三角支撑架稳定性,将三角支撑架分割成了两个具有稳定作用的三角结构。 As a preferred solution of the present utility model, the material of the flat plate is a checkered plate, the material of the main beam, the column and the diagonal stay is channel steel, and a support rib is also arranged on the diagonal stay of the triangular support frame. , the other end of the supporting rib is fixed at the joint between the main beam and the column. The supporting ribs enhance the stability of the triangular support frame and divide the triangular support frame into two triangular structures with stabilizing effects.

作为本实用新型的优选方案,两件所述三角支撑架之间使用连接槽钢进行固定连接。使用连接槽钢将两件三角支撑架连接起来,使平台得到更好支撑,更具有稳定性,重量载荷支撑强度得到了提高。 As a preferred solution of the present utility model, a connecting channel steel is used for fixed connection between the two triangular support frames. The connecting channel steel is used to connect the two triangular support frames, so that the platform is better supported, more stable, and the weight load support strength is improved.

作为本实用新型的优选方案,所述托起装置为用于使电梯井型钢防护施工平台倚靠在电梯井墙面的支撑托,所述支撑托安装于三角支撑架的立柱上,靠近立柱底部位置。所述支撑托作为整个电梯井型钢操作平台的竖向支撑,用于倚靠在电梯井门洞口下边缘结构梁上。 As a preferred solution of the present utility model, the lifting device is a supporting bracket used to make the steel protection construction platform of the elevator shaft lean against the wall of the elevator shaft, and the supporting bracket is installed on the column of the triangular support frame, near the bottom of the column . The support bracket is used as a vertical support for the entire elevator shaft shaped steel operating platform, and is used for leaning on the lower edge structural beam of the elevator shaft door opening.

作为本实用新型的优选方案,所述支撑托与立柱连接处上方还设置有用于加大支撑托下的结构受力面的钢板腋脚。在支撑托与立柱连接处上方增加钢板腋脚,加大支撑托下的结构受力面,增加施工平台的安全可靠性。 As a preferred solution of the present utility model, a steel plate armpit for enlarging the structural force-bearing surface under the support bracket is provided above the connection between the support bracket and the upright column. Add steel plate armpit feet above the connection between the support bracket and the column to increase the structural stress surface under the support bracket and increase the safety and reliability of the construction platform.

作为本实用新型的优选方案,所述起吊装置为吊环,吊环安装在平台的连接骨架上,所述平板在吊环安装的地方开设有与吊环适配的开口槽。吊环用于在铺设施工平台和拆除施工平台时连接吊具,便于起吊。 As a preferred solution of the present invention, the lifting device is a suspension ring, and the suspension ring is installed on the connecting frame of the platform, and the flat plate is provided with an opening slot adapted to the suspension ring at the place where the suspension ring is installed. The lifting ring is used to connect the spreader when laying the construction platform and removing the construction platform, which is convenient for lifting.

综上所述,由于采用了上述技术方案,本实用新型的有益效果是: In summary, due to the adoption of the above technical solution, the beneficial effects of the utility model are:

1、在电梯井型钢防护施工平台上安装有支撑托作为支撑平台的托起装置,支撑托卡在电梯井门洞口下边缘结构梁上,作为整个电梯井型钢操作平台的竖向支撑,牢固可靠,在拆除施工平台时,只需调起即可,非常方便; 1. A supporting bracket is installed on the elevator shaft-shaped steel protection construction platform as a supporting device for the supporting platform. The supporting bracket is placed on the structural beam at the lower edge of the elevator shaft door opening, and serves as the vertical support for the entire elevator shaft-shaped steel operating platform, which is firm and reliable. , when dismantling the construction platform, it only needs to be adjusted, which is very convenient;

2、使用平台和三角支撑架固定连接结构,使上部平台牢固搭靠在剪力墙或梁上,作为整个电梯井型钢操作平台的水平支撑,同时在铺设和拆除电梯井型钢防护施工平台时非常方便,平台和三角支撑固定连接,使平台更具有稳定性,避免发生安全隐患; 2. Use the platform and the triangular support frame to fix the connection structure, so that the upper platform can rest firmly on the shear wall or beam, as the horizontal support of the entire elevator shaft steel operation platform, and at the same time it is very important when laying and removing the elevator shaft steel protection construction platform Convenient, the fixed connection between the platform and the triangular support makes the platform more stable and avoids potential safety hazards;

3、在支撑托与立柱连接处还设置有钢板腋脚,用于加大支撑托下的结构受力面,由于支撑托承受着施工平台竖直方向的全部载荷,需保证结构的稳定性,增加钢板腋脚,即加大了支撑托的受力面,保证整个施工平台的安全性。 3. There are also steel plate armpit feet at the connection between the support bracket and the column, which are used to increase the structural stress surface under the support bracket. Since the support bracket bears all the loads in the vertical direction of the construction platform, the stability of the structure must be ensured. The addition of steel plate armpit feet increases the force-bearing surface of the support bracket to ensure the safety of the entire construction platform.

附图说明 Description of drawings

图1为实施例1中的电梯井型钢防护施工平台的工作示意图。 Fig. 1 is the working schematic diagram of the elevator shaft shaped steel protection construction platform in embodiment 1.

图2为实施例1中的电梯井型钢防护施工平台的主视图。 Fig. 2 is the front view of the elevator shaft-shaped steel protection construction platform in embodiment 1.

图3为图2的左视图。 Fig. 3 is a left side view of Fig. 2 .

图4为图2的俯视图。 FIG. 4 is a top view of FIG. 2 .

图5为实施例1中的电梯井型钢防护施工平台的工作示意图。 Fig. 5 is a working schematic diagram of the steel protection construction platform of the elevator shaft in the first embodiment.

图6为实施例2中的电梯井型钢防护施工平台的主视图。 Fig. 6 is the front view of the steel protection construction platform of the elevator shaft in the second embodiment.

图中标记:1-平台,2-支撑架,3-支撑托,4-钢板腋脚,5-连接槽钢,6-吊环,101-平板,102-连接骨架,201-主横梁,202-立柱,203-斜拉撑,204-支撑筋条。 Marks in the figure: 1-platform, 2-support frame, 3-support bracket, 4-steel plate armpit, 5-connecting channel steel, 6-hanging ring, 101-flat plate, 102-connecting frame, 201-main beam, 202- Column, 203-diagonal stay, 204-support rib.

具体实施方式 detailed description

下面结合附图,对本实用新型作详细的说明。 Below in conjunction with accompanying drawing, the utility model is described in detail.

为了使本实用新型的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本实用新型进行进一步详细说明。应当理解,此处所描述的具体实施例仅用以解释本实用新型,并不用于限定本实用新型。 In order to make the purpose, technical solution and advantages of the utility model clearer, the utility model will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model, and are not intended to limit the utility model.

实施例Example 11

本实施例用于电梯井内侧剪力墙模板施工需要搭建施工平台的场合。 This embodiment is used in the occasion where a construction platform needs to be built for the construction of the shear wall formwork inside the elevator shaft.

一种电梯井型钢防护施工平台,如图1所示,包括平台1和支撑架2,所述支撑架2为由型钢拼接而成三角形结构,该三角形结构的一边与平台1固定连接组成竖直方向平台结构,所述平台1下设置有两个相互平行且尺寸相同的三角形支撑架2,如图2和图3所示,包括主横梁201、立柱202和斜拉撑203,主横梁201与平台1固定连接,立柱202和斜拉撑203连接着主横梁201的一端同时与平台1固定连接,本实施例中主横梁201、立柱202和斜拉撑203均使用槽钢,两件所述三角支撑架2之间使用连接槽钢5进行固定连接。使用连接槽钢5将两件三角支撑架2连接起来,使平台1得到更好支撑,更具有稳定性,重量载荷支撑强度得到了提高。所述三角形支撑架2下部还设置有用于将施工平台倚靠在电梯井内的支撑托3,所述三角形支撑架2通过支撑托3倚靠在电梯井一侧,所述平台1向另一侧倾斜倚靠在电梯井墙面构成稳定的施工平台结构,所述电梯井型钢防护施工平台的尺寸与电梯井尺寸相适配,所述电梯井型钢防护施工平台还设置有用于连接吊具的吊环,吊环用于在铺设施工平台和拆除施工平台时连接吊具,便于起吊。 A steel protection construction platform for an elevator shaft, as shown in Figure 1, includes a platform 1 and a support frame 2, the support frame 2 is a triangular structure formed by splicing steel profiles, one side of the triangular structure is fixedly connected with the platform 1 to form a vertical direction platform structure, the platform 1 is provided with two mutually parallel triangular support frames 2 of the same size, as shown in Figure 2 and Figure 3, comprising a main beam 201, a column 202 and a diagonal stay 203, the main beam 201 and The platform 1 is fixedly connected, and one end of the main beam 201 is connected to the column 202 and the cable stay 203. At the same time, it is fixedly connected to the platform 1. In this embodiment, the main beam 201, the column 202 and the cable stay 203 are all made of channel steel. The connecting channel steel 5 is used for fixed connection between the triangle support frames 2 . The connecting channel 5 is used to connect the two triangular support frames 2, so that the platform 1 is better supported and more stable, and the supporting strength of the weight load is improved. The lower part of the triangular support frame 2 is also provided with a support bracket 3 for leaning the construction platform in the elevator shaft, the triangular support frame 2 leans against one side of the elevator shaft through the support bracket 3, and the platform 1 leans against the other side A stable construction platform structure is formed on the elevator shaft wall, and the size of the elevator shaft-shaped steel protective construction platform is adapted to the size of the elevator shaft. It is used to connect the spreader when laying the construction platform and dismantling the construction platform, which is convenient for lifting.

所述平台1包括面板101和连接骨架102,如图4所示,连接骨架102是由槽钢拼焊而成的方形平台结构,上面铺设有面板101,面板101使用花纹板,花纹板的大小与连接骨架102的尺寸相适配,花纹板焊接固定在方形平台结构上,组成平台1,所述平台1的连接骨架102上还设置有用于吊装平台的吊环6,面板101在吊环6开设的地方设置有与吊环6适配的开口槽,用于吊环6的安装。 The platform 1 includes a panel 101 and a connecting frame 102. As shown in Figure 4, the connecting frame 102 is a square platform structure formed by tailor welding of channel steel, on which a panel 101 is laid, and the panel 101 uses a checkered plate, the size of which is Adapted to the size of the connecting frame 102, the checkered plate is welded and fixed on the square platform structure to form a platform 1. The connecting frame 102 of the platform 1 is also provided with a lifting ring 6 for hoisting the platform. The panel 101 is set on the ring 6 The place is provided with the opening slot that is adapted to the suspension ring 6, and is used for the installation of the suspension ring 6.

所述支撑托3安装于三角支撑架2的立柱202上,靠近立柱202底部位置,支撑托3与立柱202连接处上方还设置有用于加大支撑托3下的结构受力面的钢板腋脚4。本实施例在三角支撑架2的斜拉撑203上还设置有一根支撑筋条204,支撑筋条204另一端固定在主横梁201与立柱202的接头处。 The support bracket 3 is installed on the column 202 of the triangular support frame 2, close to the bottom of the column 202, and above the connection between the support bracket 3 and the column 202, there is also a steel plate armpit for increasing the structural stress surface under the support bracket 3 4. In this embodiment, a support rib 204 is also provided on the diagonal brace 203 of the triangular support frame 2 , and the other end of the support rib 204 is fixed at the joint between the main beam 201 and the column 202 .

本实施例在实际应用中,构成平台的连接骨架和三角形支撑架的零部件材料均使用槽钢效果较佳。 In the practical application of this embodiment, it is better to use channel steel for the connecting skeleton of the platform and the parts and components of the triangular support frame.

本实施例在使用时,待主体施工电梯井下部的混凝土达到上人强度时吊装电梯井型钢防护施工平台,吊装时,通过吊环使用吊具将施工平台吊至电梯井道安装位置,然后缓慢就位,慢慢放下平台,三角支撑架下部带支撑托的一端在电梯井门一侧,将支撑托安装在电梯井门洞口结构梁上,平台一边搭靠在剪力墙或结构梁上,将平台牢固安装在电梯井道内,确认受力后松开吊具。安装好电梯井型钢防护施工平台,即在施工平台上开展剪力墙模板施工作业,包括模板的安拆、控制、检查和验收等工作,当新浇筑的混凝土强度满足要求后,进行电梯井型钢防护施工平台的提升,在提升之前,拆除电梯井道内侧模板,将所有障碍物清除。然后通过吊环,使用吊具将施工平台提升到上一层安装牢固。 When this embodiment is in use, when the concrete in the lower part of the main construction elevator shaft reaches the strength of the superior, hoist the elevator shaft-shaped steel protection construction platform. When hoisting, use the lifting tool to hoist the construction platform to the installation position of the elevator shaft through the lifting ring, and then slowly put it in place. , put down the platform slowly, the end of the triangular support frame with the supporting bracket is on the side of the elevator shaft door, install the supporting bracket on the structural beam at the entrance of the elevator shaft door, and put the platform on the shear wall or structural beam. Install it firmly in the elevator shaft, and loosen the spreader after confirming the force. Install the elevator shaft steel protection construction platform, that is, carry out the shear wall formwork construction work on the construction platform, including the installation and dismantling of the formwork, control, inspection and acceptance, etc. When the strength of the newly poured concrete meets the requirements, the elevator shaft steel To protect the lifting of the construction platform, remove the formwork inside the elevator shaft and remove all obstacles before lifting. Then use the lifting ring to lift the construction platform to the upper level and install it firmly.

所述电梯井型钢防护施工平台制作简单,而且制作成本远远低于脚手架,在搭设和拆除时非常方便,拆除后再次投入使用非常快捷,节约了大量人工和材料,降低了机具的使用频率,减少了磨损,大幅提升了施工工程进度。 The elevator shaft-shaped steel protection construction platform is simple to manufacture, and the manufacturing cost is far lower than that of scaffolding. It is very convenient in erection and dismantling, and it is very fast to put into use again after dismantling, saving a lot of labor and materials, and reducing the use frequency of machines and tools. Reduced wear and tear, greatly improving the progress of construction projects.

实施例Example 22

本实施例用于电梯井内侧剪力墙模板施工需要搭建施工平台的场合。 This embodiment is used in the occasion where a construction platform needs to be built for the construction of the shear wall formwork inside the elevator shaft.

一种电梯井型钢防护施工平台,如图5所示,包括平台1和支撑架2,所述支撑架2为由型钢拼接而成三角形结构,该三角形结构的一边与平台1固定连接组成竖直方向平台结构,所述平台1下设置有两个相互平行且尺寸相同的三角形支撑架2,如图6和图3所示,包括主横梁201、立柱202和斜拉撑203,主横梁201与平台1固定连接,立柱202和斜拉撑203连接着主横梁201的一端同时与平台1固定连接,本实施例中主横梁201、立柱202和斜拉撑203均使用槽钢,两件三角支撑架之间使用连接槽钢进行固定连接。使用连接槽钢5将两件三角支撑架2连接起来,使平台1得到更好支撑,更具有稳定性,重量载荷支撑强度得到了提高。所述三角形支撑架2下部还设置有用于将施工平台倚靠在电梯井内的支撑托3,所述三角形支撑架2通过支撑托3倚靠在电梯井一侧,所述平台1向另一侧倾斜倚靠在电梯井墙面构成稳定的施工平台结构,所述电梯井型钢防护施工平台的尺寸与电梯井尺寸相适配,所述电梯井型钢防护施工平台还设置有用于连接吊具的吊环,吊环用于在铺设施工平台和拆除施工平台时连接吊具,便于起吊。 An elevator shaft profiled steel protection construction platform, as shown in Figure 5, includes a platform 1 and a support frame 2, the support frame 2 is a triangular structure formed by splicing profiled steel, one side of the triangular structure is fixedly connected with the platform 1 to form a vertical Direction platform structure, under the platform 1, there are two triangular support frames 2 parallel to each other and of the same size, as shown in Fig. 6 and Fig. The platform 1 is fixedly connected, and one end of the main beam 201 is connected to the column 202 and the cable stay 203. At the same time, it is fixedly connected to the platform 1. In this embodiment, the main beam 201, the column 202 and the cable stay 203 all use channel steel, and the two triangle supports The connecting channel steel is used for fixed connection between the frames. The connecting channel 5 is used to connect the two triangular support frames 2, so that the platform 1 is better supported and more stable, and the supporting strength of the weight load is improved. The lower part of the triangular support frame 2 is also provided with a support bracket 3 for leaning the construction platform in the elevator shaft, the triangular support frame 2 leans against one side of the elevator shaft through the support bracket 3, and the platform 1 leans against the other side A stable construction platform structure is formed on the elevator shaft wall, and the size of the elevator shaft-shaped steel protective construction platform is adapted to the size of the elevator shaft. It is used to connect the spreader when laying the construction platform and dismantling the construction platform, which is convenient for lifting.

所述平台1包括面板101和连接骨架102,如图4所示,连接骨架102是由槽钢拼焊而成的方形平台结构,上面铺设有面板101,面板101使用花纹板,花纹板的大小与连接骨架102的尺寸相适配,花纹板焊接固定在方形平台结构上,组成平台1,所述平台1的连接骨架102上还设置有用于吊装平台的吊环6,面板101在吊环6开设的地方设置有与吊环6适配的开口槽,用于吊环6的安装。 The platform 1 includes a panel 101 and a connecting frame 102. As shown in Figure 4, the connecting frame 102 is a square platform structure formed by tailor welding of channel steel, on which a panel 101 is laid, and the panel 101 uses a checkered plate, the size of which is Adapted to the size of the connecting frame 102, the checkered plate is welded and fixed on the square platform structure to form a platform 1. The connecting frame 102 of the platform 1 is also provided with a lifting ring 6 for hoisting the platform. The panel 101 is set on the ring 6 The place is provided with the opening slot that is adapted to the suspension ring 6, and is used for the installation of the suspension ring 6.

本实施例在实际应用中,构成平台的连接骨架和三角形支撑架的零部件材料均使用槽钢效果较佳。 In the practical application of this embodiment, it is better to use channel steel for the connecting skeleton of the platform and the parts and components of the triangular support frame.

所述支撑托3安装于三角支撑架2的立柱202上,靠近立柱202底部位置,支撑托3与立柱202连接处还设置有用于加大支撑托3下的结构受力面的钢板腋脚4。 The support bracket 3 is installed on the column 202 of the triangular support frame 2, near the bottom of the column 202, and the connection between the support bracket 3 and the column 202 is also provided with a steel plate armpit 4 for increasing the structural stress surface under the support bracket 3 .

本实施例在使用时,待主体施工电梯井下部的混凝土达到上人强度时吊装电梯井型钢防护施工平台,吊装时,通过吊环使用吊具将施工平台吊至电梯井道安装位置,然后缓慢就位,慢慢放下平台,三角支撑架下部带支撑托的一端在电梯井门一侧,将支撑托安装在电梯井门洞口结构梁上,平台一边搭靠在剪力墙或结构梁上,将平台牢固安装在电梯井道内,确认受力后松开吊具。安装好电梯井型钢防护施工平台,即在施工平台上开展剪力墙模板施工作业,包括模板的安拆、控制、检查和验收等工作,当新浇筑的混凝土强度满足要求后,进行电梯井型钢防护施工平台的提升,在提升之前,拆除电梯井道内侧模板,将所有障碍物清除。然后通过吊环,使用吊具将施工平台提升到上一层安装牢固。 When this embodiment is in use, when the concrete in the lower part of the main construction elevator shaft reaches the strength of the superior, hoist the elevator shaft-shaped steel protection construction platform. When hoisting, use the lifting tool to hoist the construction platform to the installation position of the elevator shaft through the lifting ring, and then slowly put it in place. , put down the platform slowly, the end of the triangular support frame with the supporting bracket is on the side of the elevator shaft door, install the supporting bracket on the structural beam at the entrance of the elevator shaft door, and put the platform on the shear wall or structural beam. Install it firmly in the elevator shaft, and loosen the spreader after confirming the force. Install the elevator shaft steel protection construction platform, that is, carry out the shear wall formwork construction work on the construction platform, including the installation and dismantling of the formwork, control, inspection and acceptance, etc. When the strength of the newly poured concrete meets the requirements, the elevator shaft steel To protect the lifting of the construction platform, remove the formwork inside the elevator shaft and remove all obstacles before lifting. Then use the lifting ring to lift the construction platform to the upper level and install it firmly.

所述电梯井型钢防护施工平台制作简单,而且制作成本远远低于脚手架,在搭设和拆除时非常方便,拆除后再次投入使用非常快捷,节约了大量人工和材料,降低了机具的使用频率,减少了磨损,大幅提升了施工工程进度。 The elevator shaft-shaped steel protection construction platform is simple to manufacture, and the manufacturing cost is far lower than that of scaffolding. It is very convenient in erection and dismantling, and it is very fast to put into use again after dismantling, saving a lot of labor and materials, and reducing the use frequency of machines and tools. Reduced wear and tear, greatly improving the progress of construction projects.

以上所述仅为本实用新型的较佳实施例而已,并不用以限制本实用新型,凡在本实用新型的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本实用新型的保护范围之内。 The above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present utility model shall be included in this utility model. within the scope of protection of utility models.

Claims (7)

1.一种电梯井型钢防护施工平台,其特征在于,包括平台和支撑架,所述支撑架为由型钢拼接而成的三角形结构,该三角形结构的一边与平台固定连接组成竖直方向平台结构,所述平台下设置有两个相互平行且尺寸相同的三角形支撑架,所述三角形支撑架下部还设置有用于将施工平台倚靠在电梯井内的托起装置,所述三角形支撑架通过托起装置倚靠在电梯井一侧,所述平台向另一侧倾斜倚靠在电梯井墙面构成稳定的施工平台结构,所述电梯井型钢防护施工平台的尺寸与电梯井尺寸相适配,所述电梯井型钢防护施工平台还设置有用于连接吊具的起吊装置。 1. A steel protection construction platform for an elevator shaft, characterized in that it comprises a platform and a support frame, and the support frame is a triangular structure spliced by section steel, and one side of the triangular structure is fixedly connected with the platform to form a vertical direction platform structure , there are two parallel triangular support frames with the same size under the platform, and the lower part of the triangular support frame is also provided with a lifting device for leaning the construction platform in the elevator shaft, and the triangular support frame passes through the lifting device Leaning on one side of the elevator shaft, the platform leans against the wall of the elevator shaft to form a stable construction platform structure. The size of the elevator shaft type steel protection construction platform matches the size of the elevator shaft. The section steel protective construction platform is also provided with a hoisting device for connecting the spreader. 2.根据权利要求1所述的电梯井型钢防护施工平台,其特征在于,所述平台包括平板和连接骨架,所述连接骨架是由槽钢拼焊而成的方形平台结构,所述平板焊接固定在连接骨架上,平板的大小与连接骨架的尺寸相适配,所述支撑架为三角支撑架结构,包括主横梁、立柱和斜拉撑,主横梁两端固定在连接骨架上,立柱和斜拉撑连接着主横梁的一端同时固定在连接骨架上。 2. The elevator shaft steel protection construction platform according to claim 1, characterized in that, the platform comprises a flat plate and a connecting frame, and the connecting frame is a square platform structure formed by tailor welding of channel steel, and the flat plate is welded Fixed on the connection frame, the size of the flat plate is suitable for the size of the connection frame, the support frame is a triangular support frame structure, including the main beam, column and diagonal brace, the two ends of the main beam are fixed on the connection frame, the column and The stay is connected to one end of the main beam and fixed on the connecting frame at the same time. 3.根据权利要求2所述的电梯井型钢防护施工平台,其特征在于,所述平板的材料为花纹板,所述主横梁、立柱和斜拉撑的材料为槽钢,所述三角支撑架的斜拉撑上还设置有一根支撑筋条,支撑筋条另一端固定在主横梁与立柱的接头处。 3. The elevator shaft-shaped steel protective construction platform according to claim 2, wherein the material of the flat plate is a checkered plate, the material of the main beam, the column and the diagonal stay is channel steel, and the triangular support frame A support rib is also arranged on the diagonal stay, and the other end of the support rib is fixed at the joint between the main beam and the column. 4.根据权利要求3所述的电梯井型钢防护施工平台,其特征在于,两件所述三角支撑架之间使用连接槽钢进行固定连接。 4. The elevator shaft-shaped steel protective construction platform according to claim 3, characterized in that, a connecting channel steel is used for fixed connection between the two triangular support frames. 5.根据权利要求4所述的电梯井型钢防护施工平台,其特征在于,所述托起装置为用于使电梯井型钢防护施工平台倚靠在电梯井墙面的支撑托,所述支撑托安装于三角支撑架的立柱上,靠近立柱底部位置。 5. The elevator shaft shaped steel protective construction platform according to claim 4, characterized in that, the holding device is a supporting bracket for making the elevator shaft shaped steel protective construction platform lean against the elevator shaft wall, and the supporting bracket is installed On the column of the tripod, near the bottom of the column. 6.根据权利要求5所述的电梯井型钢防护施工平台,其特征在于,所述支撑托与立柱连接处上方还设置有用于加大支撑托下的结构受力面的钢板腋脚。 6. The elevator shaft-shaped steel protective construction platform according to claim 5, characterized in that, above the connection between the supporting bracket and the upright column, there is also a steel plate armpit for enlarging the structural stress surface under the supporting bracket. 7.根据权利要求6所述的电梯井型钢防护施工平台,其特征在于,所述起吊装置为吊环,吊环安装在平台的连接骨架上,所述平板在吊环安装的地方开设有与吊环适配的开口槽。 7. The elevator shaft-shaped steel protection construction platform according to claim 6, characterized in that, the lifting device is a suspension ring, the suspension ring is installed on the connecting frame of the platform, and the flat plate is provided with a ring adapted to the suspension ring at the place where the suspension ring is installed. opening slot.
CN201521124533.7U 2015-12-31 2015-12-31 Elevator well type steel protection construction platform Expired - Lifetime CN205476401U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201521124533.7U CN205476401U (en) 2015-12-31 2015-12-31 Elevator well type steel protection construction platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201521124533.7U CN205476401U (en) 2015-12-31 2015-12-31 Elevator well type steel protection construction platform

Publications (1)

Publication Number Publication Date
CN205476401U true CN205476401U (en) 2016-08-17

Family

ID=56662819

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201521124533.7U Expired - Lifetime CN205476401U (en) 2015-12-31 2015-12-31 Elevator well type steel protection construction platform

Country Status (1)

Country Link
CN (1) CN205476401U (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108286328A (en) * 2018-03-03 2018-07-17 河北建设集团股份有限公司 A kind of elevator hoistway construction platform
CN109322477A (en) * 2018-11-19 2019-02-12 中国水利水电第十工程局有限公司 A kind of tool-type mobile steel platform in elevator
CN110424710A (en) * 2019-07-31 2019-11-08 云南省建设投资控股集团有限公司 Elevator tool-type all steel operation platform construction
CN111424953A (en) * 2020-04-02 2020-07-17 中国十七冶集团有限公司 Movable plane protection and operation platform in elevator shaft
CN111989283A (en) * 2018-04-24 2020-11-24 三菱电机株式会社 Elevator work platform device and assembling method thereof
CN112177309A (en) * 2020-11-06 2021-01-05 大连双成建筑工程技术有限公司 Assembled protection platform used in building elevator shaft
CN112647725A (en) * 2019-10-12 2021-04-13 晟通科技集团有限公司 Form removal auxiliary tool for building
CN114370152A (en) * 2022-01-04 2022-04-19 安徽齐顺建筑科技有限公司 A suspension type operation platform for elevartor shaft construction
CN115288411A (en) * 2022-08-22 2022-11-04 湖北进联建筑工程有限公司 Attached support for attached lifting scaffold

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108286328A (en) * 2018-03-03 2018-07-17 河北建设集团股份有限公司 A kind of elevator hoistway construction platform
CN111989283A (en) * 2018-04-24 2020-11-24 三菱电机株式会社 Elevator work platform device and assembling method thereof
CN109322477A (en) * 2018-11-19 2019-02-12 中国水利水电第十工程局有限公司 A kind of tool-type mobile steel platform in elevator
CN110424710A (en) * 2019-07-31 2019-11-08 云南省建设投资控股集团有限公司 Elevator tool-type all steel operation platform construction
CN112647725A (en) * 2019-10-12 2021-04-13 晟通科技集团有限公司 Form removal auxiliary tool for building
CN111424953A (en) * 2020-04-02 2020-07-17 中国十七冶集团有限公司 Movable plane protection and operation platform in elevator shaft
CN112177309A (en) * 2020-11-06 2021-01-05 大连双成建筑工程技术有限公司 Assembled protection platform used in building elevator shaft
CN114370152A (en) * 2022-01-04 2022-04-19 安徽齐顺建筑科技有限公司 A suspension type operation platform for elevartor shaft construction
CN114370152B (en) * 2022-01-04 2024-05-07 安徽齐顺建筑科技有限公司 Suspension type operation platform for elevator shaft construction
CN115288411A (en) * 2022-08-22 2022-11-04 湖北进联建筑工程有限公司 Attached support for attached lifting scaffold
CN115288411B (en) * 2022-08-22 2024-03-29 湖南正鑫科技发展有限公司 Attachment support for attached lifting scaffold

Similar Documents

Publication Publication Date Title
CN205476401U (en) Elevator well type steel protection construction platform
CN201158933Y (en) High-rise maintaining scaffold device with extruding structure
CN205558304U (en) Hoist and mount system of large -scale steel gallery truss
CN104631822A (en) Construction Method of High-rise Reinforced Concrete Elevator Shaft
CN212002170U (en) Adjustable support for elevator shaft operating platform
CN107419893A (en) A kind of elevator steel platform and preparation method thereof
CN102877637A (en) Method for implementing operating platform in bottom wall construction of cantilever beam
CN106437123A (en) Supporting leg automatic turnover type overall lifting elevator well operation platform
CN204590555U (en) Assembling elevator hoistway construction platform
CN206873307U (en) Movable type bridge justifies pier stud work high above the ground operating platform
CN210976552U (en) Foldable operation platform device in elevator shaft
CN107558719A (en) For high-rise frame steel construction adjustable mobile operating platform and its construction method
CN104499706B (en) Hoistway formwork platform and construction method thereof
CN219431321U (en) Adjustable operation platform for elevator well construction
CN204662929U (en) A kind of cross-line walking fence operation device
CN107055367A (en) The central jack-up system of internally climbing tower crane
CN115787996A (en) Overhung construction method and overhung frame for super-high building
JP3179138U (en) Scaffolding support for leg head construction
CN211689948U (en) A suspension operation platform device for the construction of a cable-stayed bridge tower
CN218714838U (en) Self-lifting heavy-load construction platform
CN108589552B (en) A folding suspension device
CN206616840U (en) A kind of portable construction operation platform
CN203320922U (en) Supporting device for forming of elevator shaft template
CN204199659U (en) Integral lifting building construction of lift well operating system
CN204435859U (en) Movable platform special for high-rise concrete elevator shaft construction

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CP01 Change in the name or title of a patent holder

Address after: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16

Co-patentee after: CHINA RAILWAY ERJU CONSTRUCTION CO.,LTD.

Patentee after: China Railway Second Bureau Construction Co.,Ltd.

Address before: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16

Co-patentee before: CHINA RAILWAY ERJU CONSTRUCTION CO.,LTD.

Patentee before: CHINA RAILWAY NO.2 ENGINEERING GROUP Co.,Ltd.

CP01 Change in the name or title of a patent holder
TR01 Transfer of patent right

Effective date of registration: 20190807

Address after: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16

Co-patentee after: CHINA RAILWAY ERJU CONSTRUCTION CO.,LTD.

Patentee after: CHINA RAILWAY NO.2 ENGINEERING GROUP Co.,Ltd.

Address before: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16

Co-patentee before: CHINA RAILWAY ERJU CONSTRUCTION CO.,LTD.

Patentee before: China Railway Second Bureau Construction Co.,Ltd.

TR01 Transfer of patent right
PP01 Preservation of patent right

Effective date of registration: 20250811

Granted publication date: 20160817

PP01 Preservation of patent right
CX01 Expiry of patent term

Granted publication date: 20160817

CX01 Expiry of patent term
PD01 Discharge of preservation of patent

Date of cancellation: 20251231

Granted publication date: 20160817

PD01 Discharge of preservation of patent