CN103615103A - Hanging type assembled movable platform - Google Patents
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Abstract
本发明公开了一种吊挂式组装活动平台,它包括立柱(1)、水平支座(2)、白松板(8)、等边角铁(9)、竖向槽钢(10),所述水平支座(2)一端向外水平焊接在立柱(1)下部,立柱(1)上端背面焊接有槽钢挂钩(4);所述等边角铁(9)横向固定在竖向槽钢(10)上形成网状的钢架基层,立柱(1)通过槽钢挂钩(4)挂接在钢架基层的等边角铁(9)上;所述白松板(8)安放在水平支座(2)上;白松板(8)两侧,在水平支座(2)上横向安装有紧固白松板(8)的拉杆(5),通过M6热镀锌螺栓(7)固定。本发明成本低、拆装便捷,劳动量投入少、可重复使用,充分利用资源。
The invention discloses a hanging type assembled movable platform, which comprises a column (1), a horizontal support (2), a white pine board (8), an equilateral angle iron (9), and a vertical channel steel (10). One end of the horizontal support (2) is welded horizontally to the lower part of the column (1) outward, and a channel steel hook (4) is welded on the back of the upper end of the column (1); the equilateral angle iron (9) is horizontally fixed on the vertical channel steel (10) forms a networked steel frame base, and the column (1) is hung on the equilateral angle iron (9) of the steel frame base through the channel steel hook (4); the white pine board (8) is placed on the horizontal support On the seat (2); on both sides of the white pine board (8), a pull bar (5) for fastening the white pine board (8) is horizontally installed on the horizontal support (2), fixed by M6 hot-dip galvanized bolts (7). The invention has the advantages of low cost, convenient disassembly and assembly, less labor input, reusability and full utilization of resources.
Description
技术领域 technical field
本发明涉及一种吊挂式组装活动平台。 The invention relates to a hanging type assembled movable platform.
背景技术 Background technique
目前,对于建筑工程立面施工搭设的钢管架等传统型脚手架,由于本身搭设复杂,人力、物力投入较大,又随着现今建筑高度不断的增加,高层、超高层建筑逐渐增加多,对于传统型脚手架的搭设提出了挑战。 At present, for the traditional scaffolding such as steel pipe frames erected on the facade of construction projects, due to the complexity of the erection itself, the investment in manpower and material resources is relatively large, and with the continuous increase in the height of today's buildings, high-rise and super high-rise buildings are gradually increasing. The erection of type scaffolding presented challenges.
现有技术存在以下弊端: There are following drawbacks in prior art:
1、传统型脚手架,搭设复杂,搭设及拆除工作量较大,耗时耗力,增加工程成本。 1. The traditional scaffolding is complicated to erect, and the workload of erecting and dismantling is relatively large, which is time-consuming and labor-intensive, which increases the project cost.
2、传统型脚手架搭设使用材料较多,材料周转较麻烦,钢材的生锈等损耗,造成社会不可再生资源的浪费及环境污染。 2. The traditional scaffolding uses more materials, the turnover of materials is more troublesome, and the loss of steel materials such as rust causes the waste of non-renewable resources in society and environmental pollution.
3、传统型脚手架搭设随着高度的增加,搭设难度加大,安全系数降低。 3. As the height of traditional scaffolding increases, the difficulty of erection increases and the safety factor decreases.
发明内容 Contents of the invention
本发明的目的是:提供一种吊挂式组装活动平台,它的构件之间通过螺栓做活动连接,组装式的特点在使用中平台的移位、周转运输、吊运较为便捷,在内部作业安全性较高。 The purpose of the present invention is to provide a hanging assembled movable platform, whose components are connected by bolts. The characteristics of the assembled type make the displacement, turnover transportation and hoisting of the platform more convenient during use, and the internal operation Higher security.
本发明的技术方案是:一种吊挂式组装活动平台,它包括立柱、水平支座、白松板、等边角铁、竖向槽钢,所述水平支座一端向外水平焊接在立柱下部,立柱上端背面焊接有槽钢挂钩;所述等边角铁横向固定在竖向槽钢上形成网状的钢架基层,立柱通过槽钢挂钩挂接在钢架基层的等边角铁上;所述白松板安放在水平支座上;白松板两侧,在水平支座上横向安装有紧固白松板的拉杆,通过M6热镀锌螺栓固定。 The technical solution of the present invention is: a hanging type assembled movable platform, which includes a column, a horizontal support, a white pine board, an equilateral angle iron, and a vertical channel steel, and one end of the horizontal support is horizontally welded to the lower part of the column , the back of the upper end of the column is welded with a channel steel hook; the equilateral angle iron is horizontally fixed on the vertical channel steel to form a netted steel frame base, and the column is hooked on the equilateral angle iron of the steel frame base through the channel steel hook; The white pine board is placed on the horizontal support; on both sides of the white pine board, tie rods for fastening the white pine board are horizontally installed on the horizontal support, and are fixed by M6 hot-dip galvanized bolts.
下面对以上技术方案进行进一步说明: The above technical scheme is further described below:
所述槽钢挂钩为倒置的U型,U型挂钩一面固定在立柱上,另一面通过焊接扁铁延长,并在端部设置有螺孔。 The channel steel hook is an inverted U shape, one side of the U-shaped hook is fixed on the column, the other side is extended by welding a flat iron, and a screw hole is arranged at the end.
所述槽钢挂钩的螺孔中串接有M8热镀锌螺栓,通过M8热镀锌螺栓与立柱固定。 M8 hot-dip galvanized bolts are connected in series in the screw holes of the channel steel hook, and are fixed to the column by M8 hot-dip galvanized bolts.
所述水平支座下方固定有角铁斜撑,角铁斜撑一端焊接在立柱上,一端焊接在水平支座的端部,形成直角三角架的斜撑结构。 An angle iron brace is fixed below the horizontal support, and one end of the angle iron brace is welded to the column, and the other end is welded to the end of the horizontal support to form a brace structure of a right-angled tripod.
所述每组白松板下方含有四个水平支座。 There are four horizontal supports under each group of white pine boards.
所述水平支座的白松板为并列排列的两块。 The white pine boards of the horizontal support are two pieces arranged side by side.
所述白松板为40*300*4000mm。 The white pine board is 40*300*4000mm.
所述两端的水平支座长度L:100mm≤L≤200mm。 The length L of the horizontal support at both ends: 100mm≤L≤200mm.
所述钢架基层上下两根横向等边角铁为立柱吊挂的两个支点。 The upper and lower horizontal equilateral angle irons on the base of the steel frame are the two fulcrums for hanging the columns.
本发明的优点是:本发明的吊挂式组装活动平台,它构件之间通过螺栓做活动连接,组装式的特点在使用中平台的移位、周转运输、吊运较为便捷;材料运用极少,制作、安装、拆除简单,人力及物力成本投入低;平台使用不受施工高度影响,投入成本及使用操作都一样;由于吊挂式组装活动平台充分运用施工地形特点,搭设于饰面基层钢架和土建结构墙体之间的空间内,在内部作业安全性较高。 The advantages of the present invention are: the suspension-type assembled movable platform of the present invention, its components are flexibly connected by bolts, and the characteristics of the assembled type make the displacement, turnover transportation and hoisting of the platform more convenient during use; the materials are rarely used , easy to manufacture, install, and dismantle, low cost of manpower and material resources; the use of the platform is not affected by the construction height, and the input cost and operation are the same; due to the full use of the characteristics of the construction terrain, the suspended assembly movable platform is erected on the decorative base steel In the space between the frame and the civil structure wall, the internal operation safety is higher.
附图说明 Description of drawings
下面结合附图和实施例对本发明进行进一步描述: The present invention is further described below in conjunction with accompanying drawing and embodiment:
图1是本发明实施例的基本支架结构示意图; Fig. 1 is the schematic diagram of the basic support structure of the embodiment of the present invention;
图2是本发明实施例的拉杆结构分解示意图; Fig. 2 is an exploded schematic view of the tie rod structure of the embodiment of the present invention;
图3 是本发明实施例的槽钢挂钩结构示意图; Fig. 3 is the structural representation of the channel steel hook of the embodiment of the present invention;
图4 是本发明实施例的安装分解图; Fig. 4 is the installation exploded view of the embodiment of the present invention;
其中:1 槽钢立柱;2水平支座;3角铁斜撑;4 槽钢挂钩;5 拉杆;6 M8热镀锌螺栓;7 M6热镀锌螺栓;8 白松板;9等边角铁;10竖向槽钢。 Among them: 1 channel steel column; 2 horizontal support; 3 angle iron diagonal brace; 4 channel steel hook; 5 tie rod; 6 M8 hot-dip galvanized bolts; 7 M6 hot-dip galvanized bolts; 10 vertical channel steel.
具体实施方式 Detailed ways
实施例:如图1所示:一种吊挂式组装活动平台,它包括立柱1、水平支座2、角铁斜撑3、槽钢挂钩4、拉杆5、M8热镀锌螺栓6、M6热镀锌螺栓7、白松板8、等边角铁9、竖向槽钢10。立柱1为10#热镀锌槽钢立柱;水平支座2为5#热镀锌等边角铁水平支座;角铁斜撑3为5#热镀锌等边角铁斜撑;槽钢挂钩4为6.3#热镀锌槽钢挂钩;拉杆5为20*40mm热镀锌方管;白松板8为40*300*4000mm;等边角铁9为5#热镀锌角铁。以上钢材均必须要求为热镀锌钢材,达到国标要求,各构件之间的焊口处按照要求防锈处理。
Embodiment: As shown in Figure 1: a hanging type assembled movable platform, which includes a
如图4所示,等边角铁9横向固定在竖向槽钢10上形成网状的钢架基层。水平支座2一端向外水平焊接在立柱1下部,水平支座2下方固定有角铁斜撑3,角铁斜撑3一端焊接在立柱1上,一端焊接在水平支座2的端部,形成直角三角架的斜撑结构。角铁斜撑3分别与水平支座2形成30°和60°角。
As shown in FIG. 4 , the
如图3所示,立柱1上端背面焊接有槽钢挂钩4;槽钢挂钩4为倒置的U型,U型挂钩一面固定在立柱上,另一面通过焊接断面5*30mm扁铁焊接延长,并在端部设置有螺孔,焊接要求挂钩四边均需与槽钢立柱满焊,槽钢挂钩4的螺孔中串接有M8热镀锌螺栓6,通过M8热镀锌螺栓6与立柱1固定。槽钢挂钩4加长一侧侧翼是为满足打孔后穿过M8热镀锌螺栓6能与立柱1上的孔对穿,防止挂钩脱落。立柱1通过槽钢挂钩4挂接在钢架基层的等边角铁9上,立柱1依靠钢架基层上下两根横向等边角铁9提供两个支点。
As shown in Figure 3, a
如图2、图4所示,白松板8安放在水平支座2上;白松板8两侧,在水平支座2上横向安装有紧固白松板8的拉杆5,通过M6热镀锌螺栓7固定,多个独立的金属支架的水平支座2通过拉杆5连接成一个整体性的钢架支撑系统,水平支座2之间连接通过打孔后由M6热镀锌螺栓7做活动连接,便于拆卸、组装。拉杆5之间的距离保证两块40*300*4000mm白松板8并排放下并紧固的卡在两拉杆之间。水平支座2的白松板8为并列排列的两块;每组白松板8下方含有四个水平支座2:水平支座2之间的距离≤1200mm,4米长白松板8下面需安放4个支架。白松板8厚度不小于40mm,两端头处挑出水平支座2长度L:100mm≤L≤200mm。
As shown in Figure 2 and Figure 4, the
本实施例安装于墙面装饰面层基层钢架内侧,即墙面装饰面层基层钢架与土建结构墙体之间的空间内。主要依靠钢架基层上下两根横向等边角铁9提供两个支点。吊挂式组装活动平台为立面施工用操作平台。
This embodiment is installed inside the base steel frame of the wall decoration surface layer, that is, in the space between the base steel frame of the wall decoration surface layer and the civil structure wall. Mainly rely on the upper and lower two horizontal
应当指出,对于经充分说明的本发明来说,还可具有多种变换及改型的实施方案,并不局限于上述具体实施例。上述实施例仅仅作为本发明的说明,而不是对本发明的限制。总之,本发明的保护范围应包括那些对于本领域普通技术人员来说显而易见的变换或替代以及改型。 It should be noted that the present invention, which has been fully described, is capable of many alternative and modified embodiments and is not limited to the specific examples described above. The above-mentioned embodiments are only used as illustrations of the present invention, rather than limiting the present invention. In a word, the protection scope of the present invention shall include those transformations, substitutions and modifications obvious to those skilled in the art.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201310540604.0A CN103615103B (en) | 2013-11-06 | 2013-11-06 | Suspension type assembling movable platform |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310540604.0A CN103615103B (en) | 2013-11-06 | 2013-11-06 | Suspension type assembling movable platform |
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| CN103615103A true CN103615103A (en) | 2014-03-05 |
| CN103615103B CN103615103B (en) | 2015-11-25 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264955A (en) * | 2014-09-18 | 2015-01-07 | 中建三局第二建设工程有限责任公司 | Overhead movable L-shaped bottoming bracket operating platform |
| CN106401157A (en) * | 2016-11-09 | 2017-02-15 | 北京城建集团有限责任公司 | Movable operation platform and high-altitude construction method |
| CN110565928A (en) * | 2019-07-26 | 2019-12-13 | 江苏兴厦建设工程集团有限公司 | Fast-assembling, quick detach formula scaffold frame for construction of building outer wall |
| CN110700549A (en) * | 2019-11-02 | 2020-01-17 | 浙江宇之航科技工程有限公司 | Upper hanger for lifting scaffold |
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| CN203783106U (en) * | 2013-11-06 | 2014-08-20 | 苏州金螳螂建筑装饰股份有限公司 | Hanging assembling moving platform |
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| JPH0868195A (en) * | 1994-08-29 | 1996-03-12 | Shimizu Corp | Method for supporting lift-type load receiving stage, lift-type load receiving stage apparatus, and lifting method for lift-type load receiving stage apparatus |
| US20060163001A1 (en) * | 2005-01-24 | 2006-07-27 | Pozell Charles A | Wall hanging scaffold |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264955A (en) * | 2014-09-18 | 2015-01-07 | 中建三局第二建设工程有限责任公司 | Overhead movable L-shaped bottoming bracket operating platform |
| CN106401157A (en) * | 2016-11-09 | 2017-02-15 | 北京城建集团有限责任公司 | Movable operation platform and high-altitude construction method |
| CN110565928A (en) * | 2019-07-26 | 2019-12-13 | 江苏兴厦建设工程集团有限公司 | Fast-assembling, quick detach formula scaffold frame for construction of building outer wall |
| CN110700549A (en) * | 2019-11-02 | 2020-01-17 | 浙江宇之航科技工程有限公司 | Upper hanger for lifting scaffold |
| CN110700549B (en) * | 2019-11-02 | 2021-07-09 | 浙江宇之航科技工程有限公司 | A hanger for lifting scaffolding |
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| Publication number | Publication date |
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| CN103615103B (en) | 2015-11-25 |
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