CN110565541A - Self-anchored construction hanging basket suspension mechanism based on existing structure - Google Patents

Self-anchored construction hanging basket suspension mechanism based on existing structure Download PDF

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Publication number
CN110565541A
CN110565541A CN201910850712.5A CN201910850712A CN110565541A CN 110565541 A CN110565541 A CN 110565541A CN 201910850712 A CN201910850712 A CN 201910850712A CN 110565541 A CN110565541 A CN 110565541A
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steel
suspension mechanism
shaped
welded
fixed
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崔堃鹏
刘涛
王阳
刘萌
赵晓聪
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Second Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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Second Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • E01D21/10Cantilevered erection

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

本发明公开了一种基于既有结构自锚式施工吊篮悬挂机构,包括悬挂机构本体,悬挂机构本体包括底中梁,底中梁前后对称设置有两个,底中梁的上端均焊接有水平钢套管,水平钢套管的上端均焊接有上中梁,水连接板II与对应的后支座之间均连接有后斜撑角铁;该基于既有结构钢梁自锚式吊篮悬挂机构,根据现场需要在楼顶既有钢横梁上放线,将悬挂机构通过U型梁卡I固定在第一道钢横梁上,并且使用U型梁卡II固在下层钢横梁上,安装其它配套系统,组成新形式的施工吊篮,避免了配重模块的设置,节约了施工场地,节约材料和工期,便于周转使用,设置的加强钢丝绳II增加了安全储备和稳定性。

The invention discloses a self-anchored construction hanging basket suspension mechanism based on the existing structure, which includes a suspension mechanism body, the suspension mechanism body includes a bottom middle beam, two bottom middle beams are symmetrically arranged front and back, and the upper ends of the bottom middle beam are welded Horizontal steel casing, the upper end of the horizontal steel casing is welded with the upper middle beam, and the rear angle iron is connected between the water connection plate II and the corresponding rear support; the self-anchored crane based on the existing structural steel beam Basket suspension mechanism, according to the needs of the site, set the wires on the existing steel beams on the roof, fix the suspension mechanism on the first steel beam through U-shaped beam clamp I, and fix it on the lower steel beam with U-shaped beam clamp II, Install other supporting systems to form a new form of construction hanging basket, which avoids the setting of counterweight modules, saves construction site, saves materials and construction period, and is convenient for turnover. The set reinforced steel wire rope II increases safety reserve and stability.

Description

一种基于既有结构自锚式施工吊篮悬挂机构A self-anchored construction basket suspension mechanism based on existing structures

技术领域technical field

本发明涉及建筑施工技术领域,具体为一种基于既有结构自锚式施工吊篮悬挂机构。The invention relates to the technical field of building construction, in particular to a self-anchored construction hanging basket suspension mechanism based on an existing structure.

背景技术Background technique

在建筑外(幕)墙施工时,经常需要搭设施工用吊篮,吊篮整机主要由五部分组成:悬挂机构、悬吊平台、提升装置、安全装置、和电气系统,其中传统悬挂结构通常是由前梁、中梁、后梁、前支座、后支座、上托架、加强钢丝绳及配重等组成;传统吊篮悬挂机构配重系统需要占用较大范围施工现场,需要配备大量配重块及竖向拉结钢材,安装复杂繁琐,浪费材料和能源,特别是在某些狭窄施工场地或者楼顶有其它结构占用施工场地的时候,已经严重不满足施工现场要求,影响工期和质量。During the construction of the external (curtain) wall of the building, it is often necessary to build a hanging basket for construction. The hanging basket is mainly composed of five parts: suspension mechanism, suspension platform, lifting device, safety device, and electrical system. The traditional suspension structure is usually It is composed of front beam, middle beam, rear beam, front support, rear support, upper bracket, reinforced steel wire rope and counterweight; the counterweight system of the traditional hanging basket suspension mechanism needs to occupy a large area of the construction site and needs to be equipped with a large number of equipment. Heavy blocks and vertically tied steel materials are complex and cumbersome to install, wasting materials and energy, especially in some narrow construction sites or when other structures occupy the construction site on the roof, which seriously fails to meet the requirements of the construction site and affects the construction period and quality. .

发明内容Contents of the invention

本发明的目的在于提供一种基于既有结构自锚式施工吊篮悬挂机构,以解决上述背景技术中提出的问题。The purpose of the present invention is to provide a self-anchored construction basket suspension mechanism based on the existing structure, so as to solve the problems raised in the above-mentioned background technology.

为实现上述目的,本发明提供如下技术方案:一种基于既有结构自锚式施工吊篮悬挂机构,包括悬挂机构本体,所述悬挂机构本体包括底中梁,所述底中梁前后对称设置有两个,所述底中梁的上端均焊接有水平钢套管,所述水平钢套管的上端均焊接有上中梁,所述水平钢套管的一端均插接有前梁,水平钢套管的另一端均插接有后梁,所述前梁、后梁与水平钢套管之间均通过紧固螺栓II固定,所述前梁的前端均安装有前支座,所述后梁的后端均安装有后支座,所述后梁上靠近水平钢套管的一端均铰接有条形钢板I,所述条形钢板I远离后梁的一端均铰接有内螺纹件,所述内螺纹件的一端均通过螺纹配合拧有螺杆I,所述螺杆I位于内螺纹件的一端均焊接有金属钩,所述金属钩上均挂有加强钢丝绳I,所述后支座上均铰接有条形钢板II,所述条形钢板II的两端均开设有圆孔,所述上中梁的上端端部安装有上托架,所述加强钢丝绳I远离金属钩的一端均依次穿过其中一个圆孔、上托架和前支座并连接有吊篮本体,两个所述底中梁的下端均焊接在U型梁卡I上,所述U型梁卡I卡设在上钢横梁上,所述U型梁卡I与上钢横梁之间通过两个横向贯穿的螺杆II连接,且螺杆II的两端均通过锁紧螺帽I锁紧固定,所述U型梁卡I的一侧焊接有两个连接板II,所述连接板II与对应的后支座之间均连接有后斜撑角铁,所述后斜撑角铁与连接板II、后支座之间均通过紧固螺钉III连接固定,所述前梁的下端前侧以及底中梁的一侧下端均焊接有连接板I,两个连接板I之间连接有前斜撑角铁,所述前斜撑角铁与连接板I之间均通过紧固螺栓I连接固定,所述条形钢板II的另外一个圆孔中均系紧有加强钢丝绳II,所述加强钢丝绳II远离条形钢板II的一端均固定连接有U型梁卡II,所述U型梁卡II卡设在下钢横梁上,所述U型梁卡II与下钢横梁之间均通过横向贯穿的螺杆III连接,且螺杆III的两端均通过锁紧螺帽II锁紧。In order to achieve the above object, the present invention provides the following technical solutions: a self-anchored construction basket suspension mechanism based on the existing structure, including a suspension mechanism body, the suspension mechanism body includes a bottom middle beam, and the bottom middle beam is arranged symmetrically front and back There are two, the upper ends of the bottom middle beam are welded with horizontal steel sleeves, the upper ends of the horizontal steel sleeves are welded with the upper middle beam, one end of the horizontal steel sleeves is plugged with the front beam, the horizontal The other ends of the steel sleeves are plugged with rear beams, and the front beams, the rear beams and the horizontal steel sleeves are all fixed by fastening bolts II, the front ends of the front beams are all equipped with front supports, and the rear beams The rear ends are all equipped with a rear support, and the end of the back beam close to the horizontal steel casing is hinged with a strip steel plate I, and the end of the strip steel plate I away from the back beam is hinged with an internal thread. One end of each is threaded with a screw I, and the end of the screw I located at the internal threaded part is welded with a metal hook, and a reinforced steel wire rope I is hung on the metal hook, and a bar shaped rod is hinged on the rear support. Steel plate II, both ends of the strip-shaped steel plate II are provided with round holes, the upper end of the upper middle beam is equipped with an upper bracket, and the end of the reinforced steel wire rope I away from the metal hook passes through one of the round holes in turn. The hole, the upper bracket and the front support are connected with the hanging basket body, and the lower ends of the two bottom middle beams are welded on the U-shaped beam clamp I, and the U-shaped beam clamp I is clamped on the upper steel beam. The U-shaped beam clamp I is connected to the upper steel beam through two transversely penetrating screws II, and both ends of the screw rod II are locked and fixed by locking nuts I, and one side of the U-shaped beam clamp I Two connection plates II are welded, and a rear angle iron is connected between the connection plate II and the corresponding rear support, and the rear angle iron, the connection plate II, and the rear support are all connected by tight The fixed screw III is connected and fixed, the front side of the lower end of the front beam and the lower end of one side of the bottom middle beam are welded with a connecting plate I, and a front angle iron is connected between the two connecting plates I, and the front angle Both the iron and the connecting plate I are connected and fixed by fastening bolts I, and a reinforcing steel wire rope II is fastened in the other round hole of the strip steel plate II, and the ends of the reinforcing steel rope II away from the strip steel plate II are all fixed A U-shaped beam clamp II is connected, and the U-shaped beam clamp II is clamped on the lower steel beam. The U-shaped beam clamp II and the lower steel beam are connected by a horizontally penetrating screw III, and the two ends of the screw III Both are locked by lock nut II.

优选的,所述底中梁、上中梁、前梁以及后梁之间均呈“十”字形设置,且“十”字形的直角处均焊接固定有三角形加固板。Preferably, the bottom middle beam, the upper middle beam, the front beam and the rear beam are arranged in a "cross" shape, and the right angles of the "cross" shape are all welded and fixed with triangular reinforcing plates.

优选的,所述加强钢丝绳I和加强钢丝绳II均由一根主绳和若干个副绳组成,所述副绳均分布在主绳的端部,且副绳均通过多个钢丝绳扣固定在主绳上。Preferably, both the reinforced steel wire rope I and the reinforced steel wire rope II are composed of a main rope and several auxiliary ropes, and the auxiliary ropes are distributed at the end of the main rope, and the auxiliary ropes are fixed on the main rope through a plurality of wire rope buckles. rope.

优选的,所述上托架均由滑轮支座和定滑轮组成,所述滑轮支座均焊接在上中梁的上端端部,所述定滑轮均活动安装于滑轮支座中,所述加强钢丝绳I均绕过定滑轮的上端。Preferably, the upper brackets are composed of a pulley support and a fixed pulley, and the pulley support is welded to the upper end of the upper middle beam, and the fixed pulleys are all movably installed in the pulley support. Wire rope 1 all walks around the upper end of fixed pulley.

优选的,所述后斜撑角铁与后梁之间形成的夹角角度均为45度,所述前斜撑角铁与前梁之间形成的夹角角度均为45度。Preferably, the angles formed between the rear angle irons and the rear beam are all 45 degrees, and the angles formed between the front angle irons and the front beam are all 45 degrees.

优选的,所述U型梁卡I和U型梁卡II的U型槽壁上均通过胶粘固定有U型橡胶垫,所述U型橡胶垫的两内壁上均设置有锯齿槽。Preferably, the U-shaped groove walls of the U-shaped beam card I and the U-shaped beam card II are fixed with U-shaped rubber pads by gluing, and sawtooth grooves are provided on both inner walls of the U-shaped rubber pads.

优选的,所述U型梁卡II的上端两侧均设置有T型钢板,所述T型钢板均与U型梁卡II的上端、侧边焊接固定,所述T型钢板的延伸部分均开设有连接孔,所述加强钢丝绳II的主绳和副绳均分别连接在两个连接孔中。Preferably, both sides of the upper end of the U-shaped beam card II are provided with T-shaped steel plates, and the T-shaped steel plates are welded and fixed to the upper end and sides of the U-shaped beam card II, and the extension parts of the T-shaped steel plates are all Connecting holes are opened, and the main rope and auxiliary rope of the reinforced steel wire rope II are respectively connected in the two connecting holes.

与现有技术相比,本发明的有益效果是:本发明结构设计合理,该基于既有结构钢梁自锚式吊篮悬挂机构,根据现场需要在楼顶既有钢横梁上放线,将悬挂机构通过U型梁卡I固定在第一道钢横梁上,并且使用U型梁卡II固在下层钢横梁上,安装其它配套系统,组成新形式的施工吊篮,避免了配重模块的设置,节约了施工场地,节约材料和工期,便于周转使用,设置的加强钢丝绳II增加了安全储备和稳定性。Compared with the prior art, the beneficial effects of the present invention are: the structural design of the present invention is reasonable, and the self-anchored hanging basket suspension mechanism based on the existing structural steel beams can be set out on the existing steel beams on the roof according to the needs of the site. The suspension mechanism is fixed on the first steel beam through U-shaped beam clamp I, and fixed on the lower steel beam with U-shaped beam clamp II, and other supporting systems are installed to form a new form of construction basket, which avoids the need for counterweight modules. The setting saves the construction site, saves materials and construction period, and is convenient for turnover. The set reinforced steel wire rope II increases the safety reserve and stability.

附图说明Description of drawings

图1为本发明结构示意图;Fig. 1 is a structural representation of the present invention;

图2为本发明图1中A处结构放大示意图;Fig. 2 is the enlarged schematic view of structure at A place in Fig. 1 of the present invention;

图3为本发明图1中B处结构放大示意图;Fig. 3 is the enlarged schematic view of the structure at B place in Fig. 1 of the present invention;

图4为本发明图1中C处结构放大示意图;Fig. 4 is the enlarged schematic view of the structure at C in Fig. 1 of the present invention;

图5为本发明图1中D处结构放大示意图;Fig. 5 is the enlarged schematic diagram of the structure at D place in Fig. 1 of the present invention;

图6为本发明图1中E处结构放大示意图;Fig. 6 is the enlarged schematic view of the structure at E in Fig. 1 of the present invention;

图7为本发明图1中F处结构放大示意图;Figure 7 is an enlarged schematic view of the structure at F in Figure 1 of the present invention;

图8为本发明U型橡胶垫示意图。Fig. 8 is a schematic diagram of a U-shaped rubber pad of the present invention.

图中:底中梁1、上中梁2、前梁3、后梁4、加强钢丝绳I5、前支座6、吊篮本体7、前斜撑角铁8、连接板I9、紧固螺栓I10、后斜撑角铁11、加强钢丝绳II12、水平钢套管13、紧固螺栓II14、三角形加固板15、条形钢板I16、内螺纹件17、螺杆I18、金属钩19、条形钢板II20、圆孔21、上托架22、滑轮支座2201、定滑轮2202、上钢横梁23、U型梁卡I24、U型橡胶垫2401、锯齿槽2402、螺杆II25、锁紧螺帽I26、连接板II27、紧固螺钉III28、下钢横梁29、U型梁卡II30、螺杆III31、锁紧螺帽II32、T型钢板33。In the figure: bottom middle beam 1, upper middle beam 2, front beam 3, rear beam 4, reinforced steel wire rope I5, front support 6, hanging basket body 7, front diagonal brace angle iron 8, connecting plate I9, fastening bolt I10, Rear angle iron 11, reinforced steel wire rope II12, horizontal steel casing 13, fastening bolt II14, triangular reinforcement plate 15, strip steel plate I16, internal threaded part 17, screw rod I18, metal hook 19, strip steel plate II20, round Hole 21, upper bracket 22, pulley support 2201, fixed pulley 2202, upper steel beam 23, U-shaped beam clamp I24, U-shaped rubber pad 2401, serrated groove 2402, screw rod II25, locking nut I26, connecting plate II27 , fastening screw III28, lower steel beam 29, U-shaped beam card II30, screw rod III31, locking nut II32, T-shaped steel plate 33.

具体实施方式Detailed ways

下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

请参阅图1-图8,本发明提供一种技术方案:一种基于既有结构自锚式施工吊篮悬挂机构,包括悬挂机构本体,悬挂机构本体包括底中梁1,底中梁1前后对称设置有两个,底中梁1的上端均焊接有水平钢套管13,水平钢套管13的上端均焊接有上中梁2,水平钢套管13的一端均插接有前梁3,水平钢套管13的另一端均插接有后梁4,前梁3、后梁4与水平钢套管13之间均通过紧固螺栓II14固定,底中梁1、上中梁2、前梁3以及后梁4之间均呈“十”字形设置,且“十”字形的直角处均焊接固定有三角形加固板15,三角形加固板15对于底中梁1、上中梁2、前梁3以及后梁4的连接起到很好的加固作用;Please refer to Figures 1-8, the present invention provides a technical solution: a self-anchored construction basket suspension mechanism based on the existing structure, including the suspension mechanism body, the suspension mechanism body includes the bottom middle beam 1, the front and rear of the bottom middle beam 1 There are two symmetrical arrangements, the upper end of the bottom middle beam 1 is welded with a horizontal steel sleeve 13, the upper end of the horizontal steel sleeve 13 is welded with the upper middle beam 2, and one end of the horizontal steel sleeve 13 is inserted into the front beam 3 , the other end of the horizontal steel sleeve 13 is plugged with the rear beam 4, and the front beam 3, the rear beam 4 and the horizontal steel sleeve 13 are all fixed by fastening bolts II14, the bottom middle beam 1, the upper middle beam 2, the front beam 3 and the rear beam 4 are set in the shape of a "ten", and the right angles of the "ten" are welded and fixed with a triangular reinforcing plate 15, the triangular reinforcing plate 15 is for the bottom middle beam 1, the upper middle beam 2, the front beam 3 and The connection of the back beam 4 plays a very good reinforcing role;

前梁3的前端均安装有前支座6,后梁4的后端均安装有后支座,后梁4上靠近水平钢套管13的一端均铰接有条形钢板I16,条形钢板I16远离后梁4的一端均铰接有内螺纹件17,内螺纹件17的一端均通过螺纹配合拧有螺杆I18,螺杆I18位于内螺纹件17的一端均焊接有金属钩19,金属钩19上均挂有加强钢丝绳I5,后支座上均铰接有条形钢板II20,条形钢板II20的两端均开设有圆孔21,上中梁2的上端端部安装有上托架22,加强钢丝绳I5远离金属钩19的一端均依次穿过其中一个圆孔21、上托架22和前支座6并连接有吊篮本体7,上托架22均由滑轮支座2201和定滑轮2202组成,滑轮支座2201均焊接在上中梁2的上端端部,定滑轮2202均活动安装于滑轮支座2201中,加强钢丝绳I5均绕过定滑轮2202的上端,两个底中梁1的下端均焊接在U型梁卡I24上,U型梁卡I24卡设在上钢横梁23上,U型梁卡I24与上钢横梁23之间通过两个横向贯穿的螺杆II25连接,且螺杆II25的两端均通过锁紧螺帽I26锁紧固定,U型梁卡I24的一侧焊接有两个连接板II27,连接板II27与对应的后支座之间均连接有后斜撑角铁11,后斜撑角铁11与连接板II27、后支座之间均通过紧固螺钉III28连接固定,前梁3的下端前侧以及底中梁1的一侧下端均焊接有连接板I9,两个连接板I9之间连接有前斜撑角铁8,前斜撑角铁8与连接板I9之间均通过紧固螺栓I10连接固定,后斜撑角铁11与后梁4之间形成的夹角角度均为45度,前斜撑角铁8与前梁3之间形成的夹角角度均为45度,条形钢板II20的另外一个圆孔21中均系紧有加强钢丝绳II12,加强钢丝绳I5和加强钢丝绳II12均由一根主绳和若干个副绳组成,副绳均分布在主绳的端部,且副绳均通过多个钢丝绳扣固定在主绳上,加强钢丝绳I5和加强钢丝绳II12采用双绳加固设计,可以增强加强钢丝绳的抗拉强度;The front end of the front beam 3 is equipped with a front bearing 6, and the rear end of the rear beam 4 is equipped with a rear bearing. The end of the rear beam 4 close to the horizontal steel casing 13 is hinged with a strip steel plate I16, and the strip steel plate I16 is far away from the rear beam. One end of 4 is all hinged with internal threaded part 17, and one end of internal threaded part 17 is all screwed with screw rod I18 by thread fit, and screw rod I18 is all welded with metal hook 19 at one end of internal threaded part 17, and all hangs on the metal hook 19 and strengthens. The steel wire rope I5 is hinged with a strip steel plate II20 on the rear support, and the two ends of the strip steel plate II20 are provided with round holes 21, the upper end of the upper middle beam 2 is equipped with an upper bracket 22, and the reinforced steel wire rope I5 is far away from the metal hook. One end of 19 all passes through one of them circular hole 21, upper bracket 22 and front bearing 6 successively and is connected with hanging basket body 7, and upper bracket 22 is all made up of pulley bearing 2201 and fixed pulley 2202, and pulley bearing 2201 All are welded on the upper end of the upper middle beam 2, the fixed pulley 2202 is all movably installed in the pulley support 2201, the reinforced steel wire rope I5 all bypasses the upper end of the fixed pulley 2202, and the lower ends of the two bottom middle beams 1 are welded on the U-shaped On the beam clamp I24, the U-shaped beam clamp I24 is clamped on the upper steel beam 23, and the U-shaped beam clamp I24 and the upper steel beam 23 are connected by two horizontally penetrating screw rods II25, and both ends of the screw rod II25 are connected by locks. The tightening nut I26 is locked and fixed, and two connection plates II27 are welded on one side of the U-shaped beam clamp I24, and the rear angle iron 11 is connected between the connection plate II27 and the corresponding rear support, and the rear angle iron 11 is connected and fixed with the connection plate II27 and the rear support by fastening screws III28, and the front side of the lower end of the front beam 3 and the lower end of one side of the bottom middle beam 1 are welded with a connection plate I9, between the two connection plates I9 The front angle iron 8 is connected, and the front angle iron 8 and the connecting plate I9 are connected and fixed by fastening bolts I10, and the angle formed between the rear angle iron 11 and the rear beam 4 is 45 degrees. , the angles formed between the front angle irons 8 and the front beam 3 are all 45 degrees, and the other round hole 21 of the strip steel plate II20 is fastened with a reinforced steel wire rope II12, and the reinforced steel wire rope I5 and the reinforced steel wire rope II12 are both It consists of a main rope and several auxiliary ropes. The auxiliary ropes are all distributed at the end of the main rope, and the auxiliary ropes are fixed on the main rope through multiple steel wire rope buckles. The reinforced steel wire rope I5 and the reinforced steel wire rope II12 adopt double rope reinforcement design , can enhance the tensile strength of the reinforced steel wire rope;

加强钢丝绳II12远离条形钢板II20的一端均固定连接有U型梁卡II30,U型梁卡II30卡设在下钢横梁29上,U型梁卡II30与下钢横梁29之间均通过横向贯穿的螺杆III31连接,且螺杆III31的两端均通过锁紧螺帽II32锁紧,U型梁卡II30的上端两侧均设置有T型钢板33,T型钢板33均与U型梁卡II30的上端、侧边焊接固定,T型钢板33的延伸部分均开设有连接孔,加强钢丝绳II12的主绳和副绳均分别连接在两个连接孔中,U型梁卡I24和U型梁卡II30的U型槽壁上均通过胶粘固定有U型橡胶垫2401,U型橡胶垫2401的两内壁上均设置有锯齿槽2402,U型橡胶垫2401和锯齿槽2402的设计,可以让U型梁卡I24和U型梁卡II30安装更加紧固。The end of the reinforced steel wire rope II12 far away from the bar-shaped steel plate II20 is fixedly connected with a U-shaped beam clip II30, and the U-shaped beam clip II30 is clipped on the lower steel beam 29, and the U-shaped beam clip II30 and the lower steel beam 29 are connected by a transversely penetrating The screw rod III31 is connected, and both ends of the screw rod III31 are locked by the locking nut II32. The upper end of the U-shaped beam card II30 is provided with T-shaped steel plates 33 on both sides, and the T-shaped steel plates 33 are connected to the upper end of the U-shaped beam card II30. , The side is welded and fixed, the extension part of the T-shaped steel plate 33 is provided with connecting holes, the main rope and auxiliary rope of the reinforced steel wire rope II12 are respectively connected in the two connecting holes, the U-shaped beam clamp I24 and the U-shaped beam clamp II30 U-shaped rubber pads 2401 are fixed on the U-shaped groove walls by gluing, and serrated grooves 2402 are arranged on the two inner walls of the U-shaped rubber pads 2401. The design of the U-shaped rubber pads 2401 and the serrated grooves 2402 can allow the The installation of card I24 and U-beam card II30 is more secure.

该基于既有结构钢梁自锚式吊篮悬挂机构,根据现场需要在楼顶既有钢横梁上放线,将悬挂机构通过U型梁卡I24固定在上钢横梁23上,并且使用U型梁卡II30固在下钢横梁29上,安装其它配套系统,组成新形式的施工吊篮,避免了配重模块的设置,节约了施工场地,节约材料和工期,便于周转使用,设置的加强钢丝绳II12增加了安全储备和稳定性。The self-anchored hanging basket suspension mechanism based on the existing structural steel beam, according to the needs of the site, puts the wires on the existing steel beam on the roof, fixes the suspension mechanism on the upper steel beam 23 through the U-shaped beam clamp I24, and uses the U-shaped The beam card II30 is fixed on the lower steel beam 29, and other supporting systems are installed to form a new type of construction basket, which avoids the setting of the counterweight module, saves the construction site, saves materials and construction period, and is convenient for turnover. The reinforced steel wire rope II12 is set. Added safety reserves and stability.

尽管已经示出和描述了本发明的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本发明的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型,本发明的范围由所附权利要求及其等同物限定。Although the embodiments of the present invention have been shown and described, those skilled in the art can understand that various changes, modifications and substitutions can be made to these embodiments without departing from the principle and spirit of the present invention. and modifications, the scope of the invention is defined by the appended claims and their equivalents.

Claims (7)

1.一种基于既有结构自锚式施工吊篮悬挂机构,包括悬挂机构本体,其特征在于:所述悬挂机构本体包括底中梁(1),所述底中梁(1)前后对称设置有两个,所述底中梁(1)的上端均焊接有水平钢套管(13),所述水平钢套管(13)的上端均焊接有上中梁(2),所述水平钢套管(13)的一端均插接有前梁(3),水平钢套管(13)的另一端均插接有后梁(4),所述前梁(3)、后梁(4)与水平钢套管(13)之间均通过紧固螺栓II(14)固定,所述前梁(3)的前端均安装有前支座(6),所述后梁(4)的后端均安装有后支座,所述后梁(4)上靠近水平钢套管(13)的一端均铰接有条形钢板I(16),所述条形钢板I(16)远离后梁(4)的一端均铰接有内螺纹件(17),所述内螺纹件(17)的一端均通过螺纹配合拧有螺杆I(18),所述螺杆I(18)位于内螺纹件(17)的一端均焊接有金属钩(19),所述金属钩(19)上均挂有加强钢丝绳I(5),所述后支座上均铰接有条形钢板II(20),所述条形钢板II(20)的两端均开设有圆孔(21),所述上中梁(2)的上端端部安装有上托架(22),所述加强钢丝绳I(5)远离金属钩(19)的一端均依次穿过其中一个圆孔(21)、上托架(22)和前支座(6)并连接有吊篮本体(7),两个所述底中梁(1)的下端均焊接在U型梁卡I(24)上,所述U型梁卡I(24)卡设在上钢横梁(23)上,所述U型梁卡I(24)与上钢横梁(23)之间通过两个横向贯穿的螺杆II(25)连接,且螺杆II(25)的两端均通过锁紧螺帽I(26)锁紧固定,所述U型梁卡I(24)的一侧焊接有两个连接板II(27),所述连接板II(27)与对应的后支座之间均连接有后斜撑角铁(11),所述后斜撑角铁(11)与连接板II(27)、后支座之间均通过紧固螺钉III(28)连接固定,所述前梁(3)的下端前侧以及底中梁(1)的一侧下端均焊接有连接板I(9),两个连接板I(9)之间连接有前斜撑角铁(8),所述前斜撑角铁(8)与连接板I(9)之间均通过紧固螺栓I(10)连接固定,所述条形钢板II(20)的另外一个圆孔(21)中均系紧有加强钢丝绳II(12),所述加强钢丝绳II(12)远离条形钢板II(20)的一端均固定连接有U型梁卡II(30),所述U型梁卡II(30)卡设在下钢横梁(29)上,所述U型梁卡II(30)与下钢横梁(29)之间均通过横向贯穿的螺杆III(31)连接,且螺杆III(31)的两端均通过锁紧螺帽II(32)锁紧。1. A self-anchored construction hanging basket suspension mechanism based on an existing structure, comprising a suspension mechanism body, characterized in that: the suspension mechanism body includes a bottom middle beam (1), and the bottom middle beam (1) is arranged symmetrically front and back There are two, the upper end of the bottom middle beam (1) is welded with a horizontal steel sleeve (13), the upper end of the horizontal steel sleeve (13) is welded with an upper middle beam (2), the horizontal steel One end of the casing (13) is connected with the front beam (3), and the other end of the horizontal steel sleeve (13) is connected with the rear beam (4). The front beam (3), the rear beam (4) and the horizontal The steel sleeves (13) are all fixed by fastening bolts II (14), the front ends of the front beams (3) are equipped with front bearings (6), and the rear ends of the rear beams (4) are equipped with For the rear support, the end of the back beam (4) close to the horizontal steel casing (13) is hinged with a strip steel plate I (16), and the end of the strip steel plate I (16) away from the back beam (4) is hinged Internally threaded part (17) is arranged, and one end of described internally threaded part (17) is all screwed with screw rod I (18) by thread fit, and said screw rod I (18) is positioned at one end of internally threaded part (17) and is all welded with metal Hook (19), the metal hook (19) is all hung with reinforced steel wire rope I (5), and the strip steel plate II (20) is hinged on the rear support, and the strip steel plate II (20) Both ends are provided with round holes (21), the upper end of the upper middle beam (2) is equipped with an upper bracket (22), and the end of the reinforced steel wire rope I (5) away from the metal hook (19) is sequentially Through one of the round holes (21), the upper bracket (22) and the front support (6) and connected with the hanging basket body (7), the lower ends of the two bottom middle beams (1) are welded on the U-shaped On the beam card 1 (24), the U-shaped beam card 1 (24) is stuck on the upper steel beam (23), and two Two horizontally penetrating screw rods II (25) are connected, and both ends of the screw rod II (25) are locked and fixed by locking nuts I (26), and one side of the U-shaped beam clamp I (24) is welded with two A connection plate II (27), and a rear angle iron (11) is connected between the connection plate II (27) and the corresponding rear support, and the rear angle iron (11) is connected to the connection plate II (27), the rear supports are all connected and fixed by fastening screws III (28), the front side of the lower end of the front beam (3) and the lower end of one side of the bottom middle beam (1) are welded with a connecting plate I ( 9), the front angle iron (8) is connected between the two connection plates I (9), and the fastening bolt I ( 10) The connection is fixed, and the other round hole (21) of the strip steel plate II (20) is fastened with a reinforced steel wire rope II (12), and the reinforced steel rope II (12) is far away from the strip steel plate II (20) One end of each is fixedly connected with a U-shaped beam clamp II (30), and the U-shaped beam clamp II (30) is clamped on the lower steel beam (29), and the U-shaped beam clamp II (30) is connected with the lower steel beam ( 2 9) are connected by a horizontally penetrating screw III (31), and both ends of the screw III (31) are locked by locking nuts II (32). 2.根据权利要求1所述的一种基于既有结构自锚式施工吊篮悬挂机构,其特征在于:所述底中梁(1)、上中梁(2)、前梁(3)以及后梁(4)之间均呈“十”字形设置,且“十”字形的直角处均焊接固定有三角形加固板(15)。2. A kind of suspension mechanism based on the existing structure self-anchored construction hanging basket according to claim 1, characterized in that: the bottom middle beam (1), upper middle beam (2), front beam (3) and The rear beams (4) are arranged in the shape of a "ten", and the right angles of the "ten" are welded and fixed with triangular reinforcing plates (15). 3.根据权利要求1所述的一种基于既有结构自锚式施工吊篮悬挂机构,其特征在于:所述加强钢丝绳I(5)和加强钢丝绳II(12)均由一根主绳和若干个副绳组成,所述副绳均分布在主绳的端部,且副绳均通过多个钢丝绳扣固定在主绳上。3. A kind of suspension mechanism based on the existing structure self-anchored construction hanging basket according to claim 1, characterized in that: said reinforced steel wire rope I (5) and reinforced steel wire rope II (12) are all composed of a main rope and It consists of several auxiliary ropes, and the auxiliary ropes are all distributed at the end of the main rope, and the auxiliary ropes are all fixed on the main rope through a plurality of wire rope buckles. 4.根据权利要求1所述的一种基于既有结构自锚式施工吊篮悬挂机构,其特征在于:所述上托架(22)均由滑轮支座(2201)和定滑轮(2202)组成,所述滑轮支座(2201)均焊接在上中梁(2)的上端端部,所述定滑轮(2202)均活动安装于滑轮支座(2201)中,所述加强钢丝绳I(5)均绕过定滑轮(2202)的上端。4. A self-anchored construction hanging basket suspension mechanism based on an existing structure according to claim 1, characterized in that: the upper bracket (22) is composed of a pulley support (2201) and a fixed pulley (2202) Composition, the pulley support (2201) is welded on the upper end of the upper middle beam (2), the fixed pulley (2202) is movably installed in the pulley support (2201), and the reinforced steel wire rope I (5 ) all walk around the upper end of fixed pulley (2202). 5.根据权利要求1所述的一种基于既有结构自锚式施工吊篮悬挂机构,其特征在于:所述后斜撑角铁(11)与后梁(4)之间形成的夹角角度均为45度,所述前斜撑角铁(8)与前梁(3)之间形成的夹角角度均为45度。5. A self-anchored construction basket suspension mechanism based on an existing structure according to claim 1, characterized in that: the angle formed between the rear brace angle iron (11) and the rear beam (4) Both are 45 degrees, and the included angles formed between the front angle irons (8) and the front beam (3) are all 45 degrees. 6.根据权利要求1所述的一种基于既有结构自锚式施工吊篮悬挂机构,其特征在于:所述U型梁卡I(24)和U型梁卡II(30)的U型槽壁上均通过胶粘固定有U型橡胶垫(2401),所述U型橡胶垫(2401)的两内壁上均设置有锯齿槽(2402)。6. A kind of suspension mechanism based on the existing structure self-anchored construction hanging basket according to claim 1, characterized in that: the U-shaped beam clamp I (24) and the U-shaped beam clamp II (30) U-shaped rubber pads (2401) are fixed on the groove walls by gluing, and sawtooth grooves (2402) are arranged on both inner walls of the U-shaped rubber pads (2401). 7.根据权利要求1和3所述的一种基于既有结构自锚式施工吊篮悬挂机构,其特征在于:所述U型梁卡II(30)的上端两侧均设置有T型钢板(33),所述T型钢板(33)均与U型梁卡II(30)的上端、侧边焊接固定,所述T型钢板(33)的延伸部分均开设有连接孔,所述加强钢丝绳II(12)的主绳和副绳均分别连接在两个连接孔中。7. A self-anchored construction basket suspension mechanism based on an existing structure according to claims 1 and 3, characterized in that: both sides of the upper end of the U-shaped beam clamp II (30) are provided with T-shaped steel plates (33), the T-shaped steel plate (33) is welded and fixed with the upper end and side of the U-shaped beam card II (30), and the extension part of the T-shaped steel plate (33) is provided with connection holes, and the reinforced The main rope and auxiliary rope of steel wire rope II (12) are all connected in two connecting holes respectively.
CN201910850712.5A 2019-09-10 2019-09-10 Self-anchored construction hanging basket suspension mechanism based on existing structure Pending CN110565541A (en)

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Cited By (3)

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Publication number Priority date Publication date Assignee Title
CN111706060A (en) * 2020-06-22 2020-09-25 中国五冶集团有限公司 A wire rope inclined-pull hanging basket device
CN112049402A (en) * 2020-09-15 2020-12-08 中国五冶集团有限公司 A column and pole type double-track hanging basket construction system
CN115478681A (en) * 2022-09-30 2022-12-16 中建三局第三建设工程有限责任公司 Hanging basket installation fixing system at framework

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CN208152531U (en) * 2018-03-19 2018-11-27 中建八局第三建设有限公司 A kind of abnormity is outer to choose steel construction adhesion type Lifting basket constructing device
CN110029808A (en) * 2019-04-11 2019-07-19 中建四局第六建筑工程有限公司 A kind of gondola-hanging mechanism and its construction method on steel construction cant beam
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111706060A (en) * 2020-06-22 2020-09-25 中国五冶集团有限公司 A wire rope inclined-pull hanging basket device
CN112049402A (en) * 2020-09-15 2020-12-08 中国五冶集团有限公司 A column and pole type double-track hanging basket construction system
CN115478681A (en) * 2022-09-30 2022-12-16 中建三局第三建设工程有限责任公司 Hanging basket installation fixing system at framework

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