CN114906750A - Elevator gallery bridge integral welding construction hoist and mount auxiliary device - Google Patents

Elevator gallery bridge integral welding construction hoist and mount auxiliary device Download PDF

Info

Publication number
CN114906750A
CN114906750A CN202210456129.8A CN202210456129A CN114906750A CN 114906750 A CN114906750 A CN 114906750A CN 202210456129 A CN202210456129 A CN 202210456129A CN 114906750 A CN114906750 A CN 114906750A
Authority
CN
China
Prior art keywords
strut
hoisting
auxiliary
main
elevator
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.)
Pending
Application number
CN202210456129.8A
Other languages
Chinese (zh)
Inventor
董小文
陈涛
姜海军
曾凡海
周龙艳
崔伟龙
曹晓光
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.)
Qingdao Wenjin Construction Group Co ltd
Original Assignee
Qingdao Wenjin 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 Qingdao Wenjin Construction Group Co ltd filed Critical Qingdao Wenjin Construction Group Co ltd
Priority to CN202210456129.8A priority Critical patent/CN114906750A/en
Publication of CN114906750A publication Critical patent/CN114906750A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/18Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
    • B66C23/20Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C13/00Other constructional features or details
    • B66C13/04Auxiliary devices for controlling movements of suspended loads, or preventing cable slack
    • B66C13/08Auxiliary devices for controlling movements of suspended loads, or preventing cable slack for depositing loads in desired attitudes or positions
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/06Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes with jibs mounted for jibbing or luffing movements
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/18Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
    • B66C23/26Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail
    • B66C23/28Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail constructed to operate at successively higher levels
    • B66C23/30Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail constructed to operate at successively higher levels with frameworks composed of telescopic elements
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/62Constructional features or details
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/62Constructional features or details
    • B66C23/82Luffing gear
    • B66C23/821Bracing equipment for booms
    • B66C23/826Bracing equipment acting at an inclined angle to vertical and horizontal directions
    • B66C23/828Bracing equipment acting at an inclined angle to vertical and horizontal directions where the angle is adjustable

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Transportation (AREA)
  • Civil Engineering (AREA)
  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)

Abstract

本发明公开了一种电梯廊桥整体焊接施工吊装辅助装置,包括装置本体,所述装置本体,所述装置本体包括:底支撑、顶支撑和安装于顶支撑上的顶平台,所述顶平台与顶支撑间滑动连接;所述顶平台内设置有卷扬设备以及撑杆组件,所述撑杆组件包括:副撑杆、主撑杆和调节撑杆,所述主撑杆和调节撑杆端部均与顶平台转动连接,调节撑杆的另一端与主撑杆顶端可拆卸式连接;主撑杆端部安装有主导轮,所述副撑杆的端部转动连接在主撑杆靠近顶端位置;副撑杆端部安装副导轮。本发明采用电梯廊桥逐一吊装焊接安装的方式,通过辅助装置现场搭建,既能举升,也能对廊桥单元进行吊装、调位,解决了老旧小区不易使用吊车施工的问题,且使用成本更低。

Figure 202210456129

The invention discloses an auxiliary device for integral welding construction and hoisting of an elevator corridor bridge. It is slidably connected with the top support; the top platform is provided with a hoisting device and a support rod assembly, and the support rod assembly includes: a secondary support rod, a main support rod and an adjustment support rod. The main support rod and the adjustment support rod The ends are all rotatably connected to the top platform, and the other end of the adjustment strut is detachably connected to the top of the main strut; the end of the main strut is equipped with a main pulley, and the end of the auxiliary strut is rotatably connected to the main strut near the main strut. The top position; the auxiliary guide wheel is installed at the end of the auxiliary strut. The invention adopts the method of hoisting, welding and installing the elevator corridor bridges one by one, and can be built on site by auxiliary devices, which can not only lift, but also hoist and adjust the corridor bridge units, solve the problem that the old residential area is not easy to use crane construction, and use lower cost.

Figure 202210456129

Description

一种电梯廊桥整体焊接施工吊装辅助装置A kind of elevator corridor bridge integral welding construction hoisting auxiliary device

技术领域technical field

本发明涉及电梯廊桥施工相关技术领域,具体是一种电梯廊桥整体焊接施工吊装辅助装置。The invention relates to the related technical field of elevator corridor bridge construction, in particular to an elevator corridor bridge integral welding construction hoisting auxiliary device.

背景技术Background technique

老旧住宅建筑为了能够方便用户上下楼需要加装电梯。一般外加电梯包括电梯井道2、电梯系统以及连接在电梯井道钢结构和外墙砌体1间的廊桥3,如图1。加装电梯施工过程一般为,先搭建电梯井道,并调试电梯轿厢,再在井道钢结构与砌体间焊接搭接施工廊桥钢结构。基于减少对住宅区的影响的原则,一般廊桥会先预制成结构单元,运输至楼层前通过吊车吊装后整体焊接、搭接,但是使用吊车依然会造成对住宅区较大的影响,而部分老旧小区吊车施工十分困难,甚至无法施展作业,且吊车使用成本高。Old residential buildings need to install elevators in order to facilitate users to go up and downstairs. Generally, an additional elevator includes an elevator shaft 2, an elevator system, and a covered bridge 3 connected between the elevator shaft steel structure and the outer wall masonry 1, as shown in Figure 1. The construction process of installing an elevator is generally as follows: first build the elevator shaft, and debug the elevator car, and then weld and overlap the steel structure of the corridor bridge between the shaft steel structure and the masonry. Based on the principle of reducing the impact on residential areas, generally covered bridges will be prefabricated into structural units, which will be hoisted by cranes before being transported to the floors, and then welded and lapped as a whole. However, the use of cranes will still cause a greater impact on residential areas. In some old communities, crane construction is very difficult, or even impossible to perform, and the use of cranes is expensive.

发明内容SUMMARY OF THE INVENTION

本发明的目的在于提供一种电梯廊桥整体焊接施工吊装辅助装置,以解决上述背景技术中提出的问题。The purpose of the present invention is to provide an auxiliary device for hoisting and welding construction of an elevator corridor bridge, so as to solve the problems raised in the above background technology.

为实现上述目的,本发明提供如下技术方案:To achieve the above object, the present invention provides the following technical solutions:

一种电梯廊桥整体焊接施工吊装辅助装置,包括装置本体,所述装置本体,所述装置本体包括:底支撑、顶支撑和安装于顶支撑上的顶平台,所述底支撑内设置有剪式举升机构,所述顶支撑连接在剪式举升机构上,所述顶平台与顶支撑间滑动连接;An auxiliary device for integral welding construction and hoisting of an elevator gallery bridge, comprising a device body, the device body, the device body comprising: a bottom support, a top support and a top platform installed on the top support, wherein a shearing mechanism is arranged in the bottom support type lifting mechanism, the top support is connected to the scissor type lifting mechanism, and the top platform and the top support are slidably connected;

所述顶平台内设置有卷扬设备以及撑杆组件,所述撑杆组件包括:副撑杆、主撑杆和调节撑杆,所述主撑杆和调节撑杆端部均与顶平台转动连接,调节撑杆的另一端与主撑杆顶端可拆卸式连接,调节撑杆为长度可调杆体;主撑杆端部安装有主导轮,所述副撑杆的端部转动连接在主撑杆靠近顶端位置;副撑杆端部安装副导轮,所述卷扬设备上连接有双股缆绳,双股缆绳分别绕过主导轮和副导轮并连接吊杆。The top platform is provided with a hoisting device and a strut assembly, and the strut assembly includes: a secondary strut, a main strut and an adjustment strut, and the ends of the main strut and the adjustment strut both rotate with the top platform The other end of the adjusting strut is detachably connected to the top of the main strut, and the adjusting strut is a length-adjustable rod body; the end of the main strut is installed with a main pulley, and the end of the auxiliary strut is rotatably connected to the main strut. The rod is close to the top position; a secondary guide wheel is installed at the end of the secondary strut, and the hoisting equipment is connected with a double-strand cable, which respectively bypasses the main pulley and the secondary guide wheel and connects to the boom.

作为本发明进一步的方案:所述副撑杆上设置有滑槽,所述副导轮滑动连接在滑槽内。As a further solution of the present invention, the auxiliary strut is provided with a chute, and the auxiliary guide wheel is slidably connected in the chute.

作为本发明进一步的方案:所述副导轮上设置用于固定其位置的锁紧螺栓机构。As a further solution of the present invention, a locking bolt mechanism for fixing the position of the auxiliary guide wheel is arranged on the auxiliary guide wheel.

作为本发明进一步的方案:还包括导向装置,所述导向装置上设置有安装孔和导向辊,所述导向辊设置两组,两组导向辊轴线间夹角为90°,安装孔与廊桥单元底面一侧预制的孔对应配合。As a further solution of the present invention: it also includes a guide device, the guide device is provided with installation holes and guide rollers, the guide rollers are arranged in two groups, the angle between the axes of the two groups of guide rollers is 90°, the installation holes and the bridge The prefabricated holes on the bottom side of the unit are matched accordingly.

作为本发明进一步的方案:所述顶支撑内设置有用于驱动顶平台滑动的驱动机构。As a further solution of the present invention, a driving mechanism for driving the sliding of the top platform is arranged in the top support.

作为本发明进一步的方案:所述驱动机构可为人力驱动的丝杠或者电力驱动丝杠。As a further solution of the present invention: the driving mechanism may be a human-driven lead screw or an electric-driven lead screw.

作为本发明进一步的方案:所述主撑杆与副撑杆上设置相配合的插销杆结构。As a further solution of the present invention, the main strut and the auxiliary strut are provided with a matching latch rod structure.

作为本发明进一步的方案:所述装置本体底支撑上设置预制孔。As a further solution of the present invention, prefabricated holes are arranged on the bottom support of the device body.

与现有技术相比,本发明的有益效果是:本发明采用电梯廊桥逐一吊装焊接安装的方式,通过辅助装置现场搭建,既能举升,也能对廊桥单元进行吊装、调位,满足电梯廊桥现场施工的需求,解决了老旧小区不易使用吊车施工的问题,且使用成本更低;装置本身体积小,便于运输,同时可借助现场电梯直接提升,使用方便。Compared with the prior art, the beneficial effects of the present invention are as follows: the present invention adopts the method of hoisting and welding the elevator corridor bridges one by one, and the auxiliary device is constructed on site, which can not only lift, but also hoist and adjust the corridor bridge units. It meets the needs of on-site construction of elevator corridor bridges, solves the problem that cranes are not easy to use in old residential areas, and the use cost is lower; the device itself is small in size, easy to transport, and can be directly lifted with the help of on-site elevators, which is convenient to use.

附图说明Description of drawings

图1为本发明中电梯廊桥的结构示意图。FIG. 1 is a schematic structural diagram of an elevator corridor bridge in the present invention.

图2为本发明中装置本体的结构示意图。FIG. 2 is a schematic structural diagram of the device body in the present invention.

图3为本发明中装置本体完成吊装的结构示意图。FIG. 3 is a schematic structural diagram of the completed hoisting of the device body in the present invention.

图4为本发明中装置本体完成初次调位的结构示意图。FIG. 4 is a schematic structural diagram of the device body completing the initial adjustment in the present invention.

图5为本发明中装置本体完成二次调位的结构示意图。FIG. 5 is a schematic structural diagram of the device body completing the secondary adjustment in the present invention.

图6为图5中A处的放大结构图。FIG. 6 is an enlarged structural view of A in FIG. 5 .

图7为本发明中导向装置的结构示意图。FIG. 7 is a schematic structural diagram of the guiding device in the present invention.

图中,1、外墙砌体;2、电梯井道;3、电梯廊桥;4、装置本体;41、底支撑;42、剪式举升机构;43、顶支撑;44、驱动机构;45、卷扬设备;46、顶平台;47、副撑杆;471、滑槽;472、锁紧螺栓机构;473、副导轮;474、插销杆结构;48、主撑杆;481、主导轮;49、调节撑杆;491、调节器;5、导向装置;51、安装孔;52、导向辊。In the figure, 1. Outer wall masonry; 2. Elevator shaft; 3. Elevator bridge; 4. Device body; 41, Bottom support; 42, Scissor lift mechanism; 43, Top support; 44, Drive mechanism; 45 , hoisting equipment; 46, top platform; 47, auxiliary support rod; 471, chute; 472, locking bolt mechanism; 473, auxiliary guide wheel; 474, latch rod structure; 48, main support rod; 481, main pulley ; 49, adjust the strut; 491, adjuster; 5, guide device; 51, installation hole; 52, guide roller.

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 technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

请参阅图1、2,本发明实施例中,一种电梯廊桥整体焊接施工吊装辅助装置,包括装置本体4,所述装置本体4,所述装置本体4包括:底支撑41、顶支撑43和安装于顶支撑43上的顶平台46,所述底支撑41内设置有手动驱动或机械驱动的剪式举升机构42,该剪式举升机构42举升高度应不小于住宅建筑单层高度;所述顶支撑43连接在剪式举升机构42上,所述顶平台46与顶支撑43间滑动连接,且在顶支撑43内设置有用于驱动顶平台46滑动的驱动机构44,驱动机构44可为人力驱动的丝杠或者电力驱动丝杠;Referring to FIGS. 1 and 2 , in an embodiment of the present invention, an auxiliary device for integral welding construction and hoisting of an elevator corridor bridge includes a device body 4 . The device body 4 includes a bottom support 41 and a top support 43 . And the top platform 46 installed on the top support 43, the bottom support 41 is provided with a manually driven or mechanically driven scissor lift mechanism 42, the lift height of the scissor lift mechanism 42 should not be less than a single-story residential building height; the top support 43 is connected to the scissor lift mechanism 42, the top platform 46 and the top support 43 are slidably connected, and a drive mechanism 44 for driving the top platform 46 to slide is provided in the top support 43, and the The mechanism 44 can be a human-driven lead screw or an electric-driven lead screw;

如图3,所述顶平台46内设置有卷扬设备45以及撑杆组件,所述撑杆组件包括:副撑杆47、主撑杆48和调节撑杆49,所述主撑杆48和调节撑杆49端部均与顶平台46转动连接,调节撑杆49的另一端通过销轴与主撑杆48顶端可拆卸式连接,调节撑杆49为长度可调杆体,并在杆体上设置有调节器491用于调节长度,具体的,调节撑杆49可包括一螺纹杆段,螺纹杆段一端与调节撑杆49底段螺纹连接,另一端与顶段转动连接,通过调节器491转动螺纹杆段使调节撑杆48长度改变;主撑杆48端部安装有主导轮481,所述副撑杆47的端部转动连接在主撑杆48靠近顶端位置,并在主撑杆48与副撑杆47上设置相配合的插销杆结构474,副撑杆47可转至主撑杆48内侧收折起来,展开后可通过插销杆结构474将副撑杆47固定;副撑杆47端部安装副导轮473,所述卷扬设备45上连接有双股缆绳451,双股缆绳451分别绕过主导轮481和副导轮473并连接吊杆452,所述吊杆452用于连接廊桥单元3。As shown in FIG. 3 , the top platform 46 is provided with a hoisting device 45 and a strut assembly. The strut assembly includes: a secondary strut 47 , a main strut 48 and an adjustment strut 49 . The main strut 48 and The ends of the adjustment struts 49 are all rotatably connected to the top platform 46, and the other end of the adjustment struts 49 is detachably connected to the top of the main strut 48 through a pin. There is an adjuster 491 for adjusting the length. Specifically, the adjusting strut 49 may include a threaded rod segment. One end of the threaded rod segment is threadedly connected to the bottom section of the adjusting strut 49, and the other end is rotatably connected to the top section, and is rotated through the adjuster 491. The length of the adjusting strut 48 is changed by the threaded rod segment; a main pulley 481 is installed at the end of the main strut 48, and the end of the auxiliary strut 47 is rotatably connected to the position near the top of the main strut 48, and is connected with the main strut 48. The auxiliary strut 47 is provided with a matching latch rod structure 474. The secondary brace 47 can be turned to the inner side of the main brace 48 and folded up. After unfolding, the auxiliary brace 47 can be fixed by the latch rod structure 474; A secondary guide pulley 473 is installed at the top, and the hoisting device 45 is connected with a double-stranded cable 451. The double-stranded cable 451 bypasses the primary pulley 481 and the secondary guide pulley 473 respectively and is connected to the boom 452. The boom 452 is used for connecting Covered bridge unit 3.

在进行廊桥施工时,首先对于底层的廊桥单元3,通过装置本体4将廊桥单元3进行举升至既定高度后将底层的廊桥单元3进行焊接、装配固定,使其装配到井道钢结构2和外墙砌体1间,完成底层廊桥单元3的安装;随后,使用电梯系统将装置本体4转移至底层廊桥单元3上,在底层廊桥单元3底面钢架上加工安装孔,与装置本体4底支撑41上上预制孔通过连接件连接固定,将装置本体4固定到底层廊桥单元3上,再将顶平台46上的撑杆组件展开,即将主撑杆48和调节撑杆49展开后将调节撑杆49连接到主撑杆48上,再将副撑杆47展开固定,将卷扬设备45上双股缆绳451分别绕卷过主导轮481和副导轮473,将吊杆452连接到待吊装的廊桥单元3上,通过卷扬设备45将廊桥单元3吊起至不低于底层廊桥单元顶端的高度停止;During the construction of the covered bridge, firstly, for the covered bridge unit 3 on the ground floor, the covered bridge unit 3 is lifted to a predetermined height by the device body 4, and then the covered bridge unit 3 on the ground floor is welded, assembled and fixed, so that it is assembled to the shaft. Between the steel structure 2 and the outer wall masonry 1, the installation of the ground floor bridge unit 3 is completed; then, use the elevator system to transfer the device body 4 to the ground floor bridge unit 3, and process and install it on the steel frame on the bottom surface of the ground floor bridge unit 3 The hole is connected and fixed with the prefabricated hole on the bottom support 41 of the device body 4 through the connector, and the device body 4 is fixed to the bottom covered bridge unit 3, and then the support rod assembly on the top platform 46 is unfolded, that is, the main support rod 48 and After the adjusting brace 49 is unfolded, connect the adjusting brace 49 to the main brace 48, then unfold and fix the auxiliary brace 47, and wind the double-stranded cable 451 on the hoisting device 45 over the main pulley 481 and the auxiliary guide pulley 473 respectively. , connect the suspension rod 452 to the covered bridge unit 3 to be hoisted, and hoist the covered bridge unit 3 to a height not lower than the top of the bottom covered bridge unit through the hoisting device 45 to stop;

改变调节撑杆49的长度使主撑杆48转动,副撑杆47高度降低且同时向一侧移动,调节撑杆49长度至最短时,吊装廊桥单元3下移并同时右移一定距离,完成初次调位,如图4,随后再通过驱动机构44驱动顶平台46整体移动,带动廊桥单元3继续向一侧移动,使廊桥单元3大部位于下方廊桥单元3的上方,完成二次调位,此处为了避免廊桥单元3底面一侧的异型管与装置本体4造成干涉,可预先不焊接该处的钢管,待吊装到位后再焊接该处的钢管;Change the length of the adjusting strut 49 to make the main strut 48 rotate, the secondary strut 47 is lowered in height and moves to one side at the same time, when the length of the strut 49 is adjusted to the shortest, the hoisting gallery bridge unit 3 moves down and moves to the right for a certain distance at the same time, Complete the initial adjustment, as shown in Figure 4, then drive the top platform 46 to move as a whole through the driving mechanism 44, and drive the covered bridge unit 3 to continue to move to one side, so that most of the covered bridge unit 3 is located above the lower covered bridge unit 3, complete For the second adjustment, in order to avoid the interference between the special-shaped pipe on the bottom side of the bridge unit 3 and the device body 4, the steel pipe at this place can be not welded in advance, and the steel pipe at this place can be welded after it is hoisted in place;

上述调位方式也可对调,即可先整体平移顶平台46位置,再调节支撑杆进行下方及移位。The above-mentioned adjustment methods can also be reversed, that is, the position of the top platform 46 can be translated as a whole first, and then the support rod can be adjusted downward and displaced.

如图5、6,在副撑杆47上设置有滑槽471,所述副导轮473滑动连接在滑槽471内并在副导轮473上设置用于固定其位置的锁紧螺栓机构472,在吊装过程中锁紧螺栓机构472将副导轮473锁紧固定,完成上述调位过程后,将锁紧螺栓松开,启动卷扬设备45,此时双股缆绳451将拉动副导轮473缓慢移动,同时将拉动廊桥单元3整体移动,直至其与下方廊桥位置基本对应,完成三次调位,再将廊桥下放至下方的廊桥上即可。As shown in FIGS. 5 and 6 , a sliding groove 471 is provided on the auxiliary strut 47 , the auxiliary guide wheel 473 is slidably connected in the sliding groove 471 , and a locking bolt mechanism 472 for fixing its position is provided on the auxiliary guide wheel 473 , During the hoisting process, the secondary guide wheel 473 is locked and fixed by the locking bolt mechanism 472. After the above-mentioned adjustment process is completed, the locking bolt is loosened, and the hoisting device 45 is started. At this time, the double-strand cable 451 will pull the secondary guide wheel. 473 move slowly, and at the same time move the pulling bridge unit 3 as a whole until it basically corresponds to the position of the lower covered bridge, complete the three-position adjustment, and then lower the covered bridge to the lower covered bridge.

如图7,本发明还包括导向装置6,所述导向装置6上设置有安装孔61和导向辊62,所述导向辊62设置两组,两组导向辊62轴线间夹角为90°,安装孔61与廊桥单元3底面一侧预制的孔对应配合可将导向装置6连接到廊桥单元3上,在吊装时,侧向的导向辊62可与钢结构立柱对应,起到滑动并导向作用,避免吊装过程中廊桥单元3任意回转,在进行调位时,底向的导向辊62与下方廊桥上的钢管接触,一方面使廊桥移动时更加方便,另一方面也起到限位导向作用,避免移动过程中廊桥角度不正,在廊桥完全下放前可将导向装置6拆下。As shown in FIG. 7 , the present invention also includes a guide device 6 , which is provided with mounting holes 61 and guide rollers 62 , two groups of guide rollers 62 are arranged, and the included angle between the axes of the two groups of guide rollers 62 is 90°, The mounting holes 61 are matched with the prefabricated holes on the bottom side of the bridge unit 3 to connect the guide device 6 to the bridge unit 3. During hoisting, the lateral guide rollers 62 can correspond to the steel structure columns to slide and connect. The guiding function prevents the covered bridge unit 3 from rotating arbitrarily during the hoisting process. When adjusting the position, the bottom guide rollers 62 are in contact with the steel pipe on the covered bridge below. On the one hand, it is more convenient to move the covered bridge, and on the other hand To limit the guiding role, to avoid the angle of the covered bridge is not correct during the moving process, the guide device 6 can be removed before the covered bridge is completely lowered.

对于本领域技术人员而言,显然本发明不限于上述示范性实施例的细节,而且在不背离本发明的精神或基本特征的情况下,能够以其他的具体形式实现本发明。因此,无论从哪一点来看,均应将实施例看作是示范性的,而且是非限制性的,本发明的范围由所附权利要求而不是上述说明限定,因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本发明内。不应将权利要求中的任何附图标记视为限制所涉及的权利要求。It will be apparent to those skilled in the art that the present invention is not limited to the details of the above-described exemplary embodiments, but that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. Therefore, the embodiments are to be regarded in all respects as illustrative and not restrictive, and the scope of the invention is to be defined by the appended claims rather than the foregoing description, which are therefore intended to fall within the scope of the claims. All changes within the meaning and scope of the equivalents of , are included in the present invention. Any reference signs in the claims shall not be construed as limiting the involved claim.

此外,应当理解,虽然本说明书按照实施方式加以描述,但并非每个实施方式仅包含一个独立的技术方案,说明书的这种叙述方式仅仅是为清楚起见,本领域技术人员应当将说明书作为一个整体,各实施例中的技术方案也可以经适当组合,形成本领域技术人员可以理解的其他实施方式。In addition, it should be understood that although this specification is described in terms of embodiments, not each embodiment only includes an independent technical solution, and this description in the specification is only for the sake of clarity, and those skilled in the art should take the specification as a whole , the technical solutions in each embodiment can also be appropriately combined to form other implementations that can be understood by those skilled in the art.

Claims (8)

1.一种电梯廊桥整体焊接施工吊装辅助装置,包括装置本体(4),其特征在于:所述装置本体(4)包括:底支撑(41)、顶支撑(43)和安装于顶支撑(43)上的顶平台(46),所述底支撑(41)内设置有剪式举升机构(42),所述顶支撑(43)连接在剪式举升机构(42)上,所述顶平台(46)与顶支撑(43)间滑动连接;1. An auxiliary device for integral welding construction and hoisting of an elevator corridor bridge, comprising a device body (4), characterized in that: the device body (4) comprises: a bottom support (41), a top support (43) and a device installed on the top support (43) on the top platform (46), the bottom support (41) is provided with a scissor lift mechanism (42), and the top support (43) is connected to the scissor lift mechanism (42), so the sliding connection between the top platform (46) and the top support (43); 所述顶平台(46)内设置有卷扬设备(45)以及撑杆组件,所述撑杆组件包括:副撑杆(47)、主撑杆(48)和调节撑杆(49),所述主撑杆(48)和调节撑杆(49)端部均与顶平台(46)转动连接,调节撑杆(49)的另一端与主撑杆(48)顶端可拆卸式连接,调节撑杆(49)为长度可调杆体;主撑杆(48)端部安装有主导轮(481),所述副撑杆(47)的端部转动连接在主撑杆(48)靠近顶端位置;副撑杆(47)端部安装副导轮(473),所述卷扬设备(45)上连接有双股缆绳(451),双股缆绳(451)分别绕过主导轮(481)和副导轮(473)并连接吊杆(452)。The top platform (46) is provided with a hoisting device (45) and a strut assembly, and the strut assembly includes: a secondary strut (47), a main strut (48), and an adjustment strut (49). The ends of the main support rod (48) and the adjustment support rod (49) are rotatably connected to the top platform (46), and the other end of the adjustment support rod (49) is detachably connected to the top of the main support rod (48), and the adjustment support The rod (49) is a length-adjustable rod body; the end of the main strut (48) is provided with a main pulley (481), and the end of the auxiliary strut (47) is rotatably connected to the position near the top of the main strut (48); A secondary guide pulley (473) is installed at the end of the secondary strut (47), the hoisting device (45) is connected with a double-stranded cable (451), and the double-stranded cable (451) bypasses the primary pulley (481) and the auxiliary pulley respectively. Guide pulley (473) and connecting boom (452). 2.根据权利要求1所述的一种电梯廊桥整体焊接施工吊装辅助装置,其特征在于:所述副撑杆(47)上设置有滑槽(471),所述副导轮(473)滑动连接在滑槽(471)内。2. An auxiliary device for hoisting and hoisting of an elevator corridor bridge integrally welded according to claim 1, characterized in that: the auxiliary strut (47) is provided with a chute (471), and the auxiliary guide wheel (473) is provided with a chute (471). The sliding connection is in the chute (471). 3.根据权利要求2所述的一种电梯廊桥整体焊接施工吊装辅助装置,其特征在于:所述副导轮(473)上设置用于固定其位置的锁紧螺栓机构(472)。3 . An auxiliary device for hoisting and welding construction of an elevator corridor bridge according to claim 2 , wherein the auxiliary guide wheel ( 473 ) is provided with a locking bolt mechanism ( 472 ) for fixing its position. 4 . 4.根据权利要求1所述的一种电梯廊桥整体焊接施工吊装辅助装置,其特征在于:还包括导向装置(6),所述导向装置(6)上设置有安装孔(61)和导向辊(62),所述导向辊(62)设置两组,两组导向辊(62)轴线间夹角为90°,安装孔(61)与廊桥单元(3)底面一侧预制的孔对应配合。4. An auxiliary device for integral welding construction and hoisting of an elevator corridor bridge according to claim 1, characterized in that: it further comprises a guide device (6), and the guide device (6) is provided with a mounting hole (61) and a guide Rollers (62), the guide rollers (62) are provided in two groups, the included angle between the axes of the two groups of guide rollers (62) is 90°, and the installation holes (61) correspond to the prefabricated holes on the bottom side of the bridge unit (3) Cooperate. 5.根据权利要求1所述的一种电梯廊桥整体焊接施工吊装辅助装置,其特征在于:所述顶支撑(43)内设置有用于驱动顶平台(46)滑动的驱动机构(44)。5 . An auxiliary device for hoisting and welding construction of an elevator gallery bridge according to claim 1 , wherein a driving mechanism ( 44 ) for driving the top platform ( 46 ) to slide is provided in the top support ( 43 ). 6 . 6.根据权利要求5所述的一种电梯廊桥整体焊接施工吊装辅助装置,其特征在于:所述驱动机构(44)为人力驱动的丝杠或者电力驱动丝杠。6 . An auxiliary device for hoisting and welding construction of an elevator corridor bridge according to claim 5 , wherein the driving mechanism ( 44 ) is a human-driven lead screw or an electric-driven lead screw. 7 . 7.根据权利要求1所述的一种电梯廊桥整体焊接施工吊装辅助装置,其特征在于:所述主撑杆(48)与副撑杆(47)上设置相配合的插销杆结构(474)。7. An auxiliary device for integral welding construction and hoisting of an elevator corridor bridge according to claim 1, characterized in that: said main strut (48) and auxiliary strut (47) are provided with a matching latch rod structure (474). ). 8.根据权利要求1所述的一种电梯廊桥整体焊接施工吊装辅助装置,其特征在于:所述装置本体(4)底支撑(41)上设置预制孔。8 . An auxiliary device for integral welding construction and hoisting of an elevator gallery bridge according to claim 1 , wherein a prefabricated hole is provided on the bottom support ( 41 ) of the device body ( 4 ). 9 .
CN202210456129.8A 2022-04-24 2022-04-24 Elevator gallery bridge integral welding construction hoist and mount auxiliary device Pending CN114906750A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210456129.8A CN114906750A (en) 2022-04-24 2022-04-24 Elevator gallery bridge integral welding construction hoist and mount auxiliary device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210456129.8A CN114906750A (en) 2022-04-24 2022-04-24 Elevator gallery bridge integral welding construction hoist and mount auxiliary device

Publications (1)

Publication Number Publication Date
CN114906750A true CN114906750A (en) 2022-08-16

Family

ID=82763940

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210456129.8A Pending CN114906750A (en) 2022-04-24 2022-04-24 Elevator gallery bridge integral welding construction hoist and mount auxiliary device

Country Status (1)

Country Link
CN (1) CN114906750A (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4070807A (en) * 1977-01-12 1978-01-31 Smith Raymond E Jun Aerial lift
CN205873717U (en) * 2016-07-04 2017-01-11 中交广州航道局有限公司 Ship loop wheel machine is inhaled to hank
CN106744370A (en) * 2016-12-31 2017-05-31 王金聚 A kind of flexible posture hoisting machine
CN108928783A (en) * 2018-08-30 2018-12-04 青岛长永机械工程有限公司 A kind of existing building installation elevator scissors climbing hoisting machine
CN208218255U (en) * 2018-05-30 2018-12-11 青岛长永机械工程有限公司 Existing building elevator installation lifts all-in-one machine with shearing type lifting
CN209507462U (en) * 2018-12-27 2019-10-18 青岛长永机械工程有限公司 A scissor climbing overall hoisting machine for adding elevators to existing buildings
CN112744726A (en) * 2021-01-06 2021-05-04 南京信息职业技术学院 Detachable balcony lifting machine

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4070807A (en) * 1977-01-12 1978-01-31 Smith Raymond E Jun Aerial lift
CN205873717U (en) * 2016-07-04 2017-01-11 中交广州航道局有限公司 Ship loop wheel machine is inhaled to hank
CN106744370A (en) * 2016-12-31 2017-05-31 王金聚 A kind of flexible posture hoisting machine
CN208218255U (en) * 2018-05-30 2018-12-11 青岛长永机械工程有限公司 Existing building elevator installation lifts all-in-one machine with shearing type lifting
CN108928783A (en) * 2018-08-30 2018-12-04 青岛长永机械工程有限公司 A kind of existing building installation elevator scissors climbing hoisting machine
CN209507462U (en) * 2018-12-27 2019-10-18 青岛长永机械工程有限公司 A scissor climbing overall hoisting machine for adding elevators to existing buildings
CN112744726A (en) * 2021-01-06 2021-05-04 南京信息职业技术学院 Detachable balcony lifting machine

Similar Documents

Publication Publication Date Title
CN106698208B (en) A kind of hanging device and hanging method for being transported outside high-rise building
CN110371823B (en) Self-lifting hoisting equipment suitable for assembly type additional elevator construction and construction method
CN209397501U (en) Deck crane
CN102953553B (en) Method for mounting large-span pipe truss by using boom luffing mechanism
CN106917353A (en) A kind of open-close type crosses pier box beam maintenance construction trolley and its method of work
CN116588819A (en) A hoisting device for a glass curtain wall plate and its construction method
CN102877637A (en) Method for implementing operating platform in bottom wall construction of cantilever beam
CN209538646U (en) A kind of arc gradual change is interior to receive structure attached lifting scaffold
CN114906750A (en) Elevator gallery bridge integral welding construction hoist and mount auxiliary device
CN105776092A (en) Stretching type basket device and construction method thereof
CN106223622A (en) A kind of tower concrete spreader
CN218970583U (en) Elevator well assembly system
CN219031629U (en) Lifting equipment for indoor plate installation
CN206721675U (en) A kind of open-close type crosses pier box beam maintenance construction trolley
CN209507462U (en) A scissor climbing overall hoisting machine for adding elevators to existing buildings
CN214883046U (en) Repair beam erection equipment
CN111039130A (en) Bearing beam self-elevating hoistway construction elevator
RU2362868C1 (en) Installation for drilling, testing and repair of oil and gas wells upa-80
CN113443032B (en) Double-layer crawler-type carrying stair climbing device and stair climbing method
CN113235460B (en) Prefabricated segment swinging method for bridge cantilever assembly
CN117432215A (en) A large-span inverted triangle steel pipe truss sliding construction method and assembled tire frame hoisting device
CN115749235B (en) Lift shaft lifting scaffold and assembly method
CN110077952B (en) Building template cross-floor transportation equipment and transportation method
CN211769642U (en) Bearing beam self-elevating hoistway construction elevator
CN108755419A (en) A kind of operation platform and installation method of the lifting of bridge shockproof steel block

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20220816

RJ01 Rejection of invention patent application after publication