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CN115432564A - Hoisting method and hoisting device for steel member - Google Patents

Hoisting method and hoisting device for steel member Download PDF

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Publication number
CN115432564A
CN115432564A CN202210857504.XA CN202210857504A CN115432564A CN 115432564 A CN115432564 A CN 115432564A CN 202210857504 A CN202210857504 A CN 202210857504A CN 115432564 A CN115432564 A CN 115432564A
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Prior art keywords
steel
hook block
hoisting
main beam
hook
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Inventor
陈航
王树盛
侯振峰
孟献民
吴柳亮
罗小剑
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Shanghai Baoye Group Corp Ltd
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Shanghai Baoye Group Corp Ltd
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Priority to CN202210857504.XA priority Critical patent/CN115432564A/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C5/00Base supporting structures with legs
    • B66C5/02Fixed or travelling bridges or gantries, i.e. elongated structures of inverted L or of inverted U shape or tripods
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/12Slings comprising chains, wires, ropes, or bands; Nets
    • B66C1/18Band-type slings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/162Handles to carry construction blocks

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本发明公开了一种钢构件的吊装方法及吊装装置,以解决吊机无法吊装其死角部位钢构件的问题。所述吊装方法包括设置吊点、设置卷扬机的牵引绳、两台卷扬机同时吊装等步骤。所述吊装装置包括卷扬机、钢结构立柱、主横梁、槽钢抱箍、吊板、吊钩滑车和钢丝绳。所述槽钢抱箍紧贴钢结构立柱柱脚支撑板设置;所述吊板焊接于所述槽钢抱箍;第一吊钩滑车固定于所述吊板;第一吊钩滑车的固定点上方、主横梁上设有第二吊钩滑车的固定点;待安装钢构件一侧的正上方、主横梁上设有第三吊钩滑车的固定点。本发明利用现有钢结构主横梁进行吊装,无需花费人工、物资搭设桅杆,省时省力;吊装路径相对隐蔽,占用空间少;装置易于搭建,施工成本低。

Figure 202210857504

The invention discloses a hoisting method and a hoisting device for a steel component to solve the problem that a crane cannot hoist the steel component at a dead angle. The hoisting method includes the steps of setting a hoisting point, setting a traction rope of the hoist, hoisting two hoisting machines at the same time, and the like. The hoisting device includes a winch, a steel structure column, a main beam, a channel steel hoop, a hanging plate, a hook block and a steel wire rope. The channel steel hoop is set close to the supporting plate of the column foot of the steel structure column; the hanging plate is welded to the channel steel hoop; the first hook block is fixed to the hanging plate; the fixing point of the first hook block The fixing point of the second hook tackle is provided above and on the main beam; the fixing point of the third hook tackle is provided on the main beam just above the side of the steel member to be installed. The present invention uses the main beam of the existing steel structure for hoisting, and does not need to spend manpower and materials to set up the mast, which saves time and effort; the hoisting path is relatively concealed and takes up less space; the device is easy to build and the construction cost is low.

Figure 202210857504

Description

一种钢构件的吊装方法及吊装装置Method and device for hoisting steel components

技术领域technical field

本发明涉及钢结构施工技术领域,更具体地,涉及一种钢构件的吊装方法及吊装装置。The invention relates to the technical field of steel structure construction, and more particularly, to a hoisting method and a hoisting device for a steel component.

背景技术Background technique

目前,钢结构施工现场进行钢构件吊装通常依赖汽车吊车或塔吊,而在吊车、塔吊无法吊到的死角,常采用葫芦或卷扬机吊装。然而,手动葫芦吊装费时费力,电动葫芦无法倾斜吊装。如果采用传统卷扬机吊装常常导致缆绳四处穿插,占用大量空间,不便于现场文明施工管理。At present, the hoisting of steel components on the steel structure construction site usually relies on truck cranes or tower cranes, and hoists or hoists are often used for hoisting in dead corners that cannot be hoisted by cranes or tower cranes. However, manual hoisting is time-consuming and laborious, and electric hoists cannot be hoisted tiltedly. If the traditional hoist is used for hoisting, the cables are often interspersed, which takes up a lot of space and is not convenient for on-site civilized construction management.

申请号为CN201310401594.2的中国发明专利公开了一种使用桅杆装置进行塔吊盲区内桅杆吊装的方法。所述桅杆装置包括桅杆、盘形连接片、底座、滑轮、钢丝绳和两台卷扬机;所述桅杆具有两根,为桅杆I和桅杆II;滑轮分为滑轮I、滑轮II、滑轮III、滑轮IV、滑轮V、滑轮VI、滑轮VII、滑轮VIII,桅杆I下部连接有铰链、滑轮III和滑轮IV;钢丝绳分为所述钢丝绳具有四根,分别为丝绳I、钢丝绳II、钢丝绳III和钢丝绳IV。该方案解决了塔吊盲区内无法使用起重机械情况下钢结构梁柱吊装的难题,然而装置过于复杂,而且缆绳四处穿插,占用大量空间。The Chinese invention patent with the application number CN201310401594.2 discloses a method of using a mast device to hoist the mast in the blind area of the tower crane. The mast device includes a mast, a disc-shaped connecting piece, a base, a pulley, a wire rope and two winches; the mast has two, which are a mast I and a mast II; the pulley is divided into a pulley I, a pulley II, a pulley III, and a pulley IV , pulley V, pulley VI, pulley VII, pulley VIII, the lower part of mast I is connected with hinge, pulley III and pulley IV; the steel wire rope is divided into four steel wire ropes, which are respectively wire rope I, steel rope II, steel wire rope III and steel wire rope IV . This solution solves the problem of hoisting steel structure beams and columns when hoisting machinery cannot be used in the blind area of the tower crane. However, the device is too complicated, and the cables are interspersed everywhere, which takes up a lot of space.

因此,开发一种便于实施且空间占用少的吊机死角部位钢构件的吊装方法及吊装装置是一个亟待解决的技术问题。Therefore, it is a technical problem to be solved urgently to develop a hoisting method and a hoisting device for steel components at the dead corner of the crane that are easy to implement and take up less space.

发明内容Contents of the invention

由于现有技术存在上述缺陷,本发明提供了一种钢构件的吊装方法及吊装装置,以解决吊机无法吊装其死角部位钢构件、传统方法操作不便且占用空间较大的问题。Due to the above-mentioned defects in the prior art, the present invention provides a hoisting method and a hoisting device for steel components to solve the problems that the crane cannot hoist the steel components at dead corners, and the traditional method is inconvenient to operate and takes up a large space.

为实现上述目的,一方面,本发明提供一种钢构件的吊装方法,其特征在于,包括以下步骤:In order to achieve the above object, on the one hand, the present invention provides a method for hoisting steel components, which is characterized in that it includes the following steps:

步骤S1、待安装钢构件的一侧设置吊点:紧贴钢结构柱脚设置第一吊钩滑车的固定点;所述第一吊钩滑车的固定点上方、主横梁上就近设置第二吊钩滑车的固定点;待安装钢构件一侧的正上方、主横梁上就近设置第三吊钩滑车的固定点;Step S1, set the lifting point on one side of the steel member to be installed: set the fixed point of the first hook block close to the foot of the steel structure column; set the second hanging block above the fixed point of the first hook block and on the main beam nearby The fixed point of the hook block; the fixed point of the third hook block is set directly above the side of the steel member to be installed and on the main beam;

步骤S2、待安装钢构件的一侧设置卷扬机的牵引绳:卷扬机的牵引绳依次穿过第一吊钩滑车、第二吊钩滑车、第三吊钩滑车,然后向下绑缚在待安装钢构件的一侧;Step S2, set the traction rope of the hoist on one side of the steel member to be installed: the traction rope of the hoist passes through the first hook block, the second hook block, and the third hook block in sequence, and then binds downward on the steel member to be installed. one side of the member;

步骤S3、待安装钢构件的另一侧用步骤S1和S2的同样方法设置吊点和卷扬机的牵引绳;Step S3, on the other side of the steel component to be installed, use the same method as steps S1 and S2 to set the lifting point and the traction rope of the hoist;

步骤S4、控制两台卷扬机同时以相同速率缓慢收牵引绳,观察并调整待安装钢构件上牵引绳的绑缚位置使其重心平稳;Step S4, control the two hoists to slowly retract the traction rope at the same speed at the same time, observe and adjust the binding position of the traction rope on the steel member to be installed so that the center of gravity is stable;

步骤S5、提升待安装钢构件至安装高度,并点焊固定。Step S5, lifting the steel member to be installed to the installation height, and fixing it by spot welding.

所述方法可利用现有钢结构立柱和主横梁进行吊装,无需花费人工、物资搭设桅杆,省时省力;吊装的牵引绳紧贴地面,后沿钢结构立柱向上,在主横梁上改变路径,直至吊装区域正上方,整个路径相对隐蔽,不至于出现缆绳斜拉,占用大量空间的情况。The method can use the existing steel structure columns and main beams for hoisting, without spending labor and materials to set up masts, saving time and effort; the hoisting traction rope is close to the ground, and then goes upward along the steel structure columns, changing the path on the main beams, Up to the top of the hoisting area, the entire path is relatively concealed, so that the cables are not pulled diagonally and take up a lot of space.

优选地,所述步骤S1中,所述第一吊钩滑车固定点的设置步骤包括:Preferably, in the step S1, the setting step of the fixing point of the first hook block includes:

步骤S11、用槽钢紧贴钢结构柱脚支撑板焊接一圈作为抱箍;Step S11, welding a circle of channel steel close to the supporting plate of the steel structure column foot as a hoop;

步骤S12、在所述抱箍上焊接一小截吊板,并在所述吊板中部开通孔;Step S12, welding a small hanging plate on the hoop, and opening a hole in the middle of the hanging plate;

步骤S13、马蹄扣穿过所述通孔,作为所述第一吊钩滑车的固定点。Step S13 , the horseshoe buckle passes through the through hole as a fixing point of the first hook block.

优选地,所述主横梁上设置第二或第三吊钩滑车的固定点的方法包括采用钢丝绳绑缚主横梁一圈,并将吊钩滑车挂在钢丝绳底部。Preferably, the method for setting the fixing point of the second or third hook block on the main beam includes binding the main beam with a wire rope for one turn, and hanging the hook block on the bottom of the wire rope.

优选地,所述主横梁上设置第二或第三吊钩滑车的固定点的方法包括在所述主横梁上焊接吊环,并将吊钩滑车挂在吊环底部。Preferably, the method for setting the fixing point of the second or third hook block on the main crossbeam includes welding a lifting ring on the main crossbeam, and hanging the hook block on the bottom of the lifting ring.

另一方面,本发明提供一种钢构件的吊装装置,其特征在于,用于实施上述钢构件的吊装方法,包括:两台卷扬机、钢结构立柱、钢结构主横梁、槽钢抱箍、吊板、6个吊钩滑车、钢丝绳;On the other hand, the present invention provides a hoisting device for steel components, which is characterized in that it is used to implement the above-mentioned hoisting method for steel components, including: two winches, steel structure columns, steel structure main beams, channel steel hoops, hoisting board, 6 hook blocks, wire rope;

所述槽钢抱箍紧贴钢结构立柱柱脚支撑板设置;所述吊板焊接于所述槽钢抱箍;所述吊板中部开通孔;第一吊钩滑车固定于所述通孔;The channel steel hoop is set close to the support plate of the column foot of the steel structure column; the hanging plate is welded to the channel steel hoop; a through hole is opened in the middle of the hanging plate; the first hook block is fixed in the through hole;

所述第一吊钩滑车的固定点上方、主横梁上就近设有第二吊钩滑车的固定点;待安装钢构件一侧的正上方、主横梁上就近设有第三吊钩滑车的固定点;Above the fixed point of the first hook block, the fixed point of the second hook block is provided on the main beam nearby; the fixing point of the third hook block is provided on the main beam directly above the side of the steel member to be installed. point;

待安装钢构件另一侧对称设有槽钢抱箍和三个吊钩滑车;The other side of the steel member to be installed is symmetrically provided with channel steel hoops and three hook blocks;

两台卷扬机的钢丝绳分别依次穿过第一吊钩滑车、第二吊钩滑车、第三吊钩滑车,然后向下绑缚在待安装钢构件的两侧。The wire ropes of the two winches pass through the first hook block, the second hook block, and the third hook block respectively in sequence, and then are bound downward to both sides of the steel member to be installed.

优选地,所述槽钢抱箍为10#槽钢制作。Preferably, the channel steel hoop is made of 10# channel steel.

优选地,所述吊板为槽钢或钢板。Preferably, the hanging plate is channel steel or steel plate.

优选地,所述吊板为10#槽钢切段,所述通孔的直径为10至30mm。Preferably, the hanging plate is a cut section of 10# channel steel, and the diameter of the through hole is 10 to 30 mm.

优选地,马蹄扣穿过所述通孔,用于固定所述第一吊钩滑车。Preferably, the horseshoe buckle passes through the through hole and is used for fixing the first hook block.

优选地,被钢丝绳绑缚的钢构件边角处用护角保护。Preferably, corners of steel members bound by steel wire ropes are protected with corner protectors.

与现有技术相比,上述发明具有如下优点或者有益效果:Compared with the prior art, the above invention has the following advantages or beneficial effects:

(1)可在吊车、塔吊等大型吊装设备作业死角处进行钢构件的吊装作业;(1) The hoisting operation of steel components can be carried out in the dead corner of large-scale hoisting equipment such as cranes and tower cranes;

(2)利用现有钢结构主横梁进行吊装,无需花费人工、物资搭设桅杆,省时省力;(2) Use the existing steel structure main beam for hoisting, no need to spend labor and materials to set up the mast, saving time and effort;

(3)吊装的牵引绳紧贴地面,后沿钢结构立柱向上,在主横梁上改变路径,直至吊装区域正上方,整个路径相对隐蔽,不至于出现缆绳斜拉,占用大量空间的情况,便于现场安全文明施工管理;(3) The traction rope for hoisting is close to the ground, then goes up along the steel structure column, and changes the path on the main beam until it is directly above the hoisting area. On-site safe and civilized construction management;

(4)采用两台卷扬机同时吊装,能使钢结构较为水平、稳定地提升,并且便于后续安装对接;(4) Two winches are used for hoisting at the same time, which can make the steel structure rise more horizontally and stably, and facilitate subsequent installation and docking;

(5)不需要在钢结构上临时施焊,对成品保护有利;(5) There is no need for temporary welding on the steel structure, which is beneficial to the protection of the finished product;

(6)装置涉及的组件通用且易于搭建,施工成本低。(6) The components involved in the device are common and easy to build, and the construction cost is low.

附图说明Description of drawings

通过阅读参照以下附图对非限制性实施例所作的详细描述,本发明及其特征、外形和优点将会变得更加明显。在全部附图中相同的标记指示相同的部分。并未可以按照比例绘制附图,重点在于示出本发明的主旨。The invention and its characteristics, configurations and advantages will become more apparent by reading the detailed description of non-limiting embodiments made with reference to the following drawings. Like numbers designate like parts throughout the drawings. The drawings may not be drawn to scale, emphasis instead being placed upon illustrating the gist of the invention.

图1为本发明的吊装方法流程图;Fig. 1 is the flow chart of hoisting method of the present invention;

图2为本发明的吊装装置立体示意图;Fig. 2 is a three-dimensional schematic view of the hoisting device of the present invention;

其中,1为卷扬机,2为钢结构立柱,3为钢结构主横梁,4为槽钢抱箍,5为吊板,51为马蹄扣,61为第一吊钩滑车,62为第二吊钩滑车,63为第三吊钩滑车,7为钢丝绳,8为护角。Among them, 1 is the hoist, 2 is the steel structure column, 3 is the main beam of the steel structure, 4 is the channel steel hoop, 5 is the hanging plate, 51 is the horseshoe buckle, 61 is the first hook block, 62 is the second hook Block, 63 is the third hook block, and 7 is a wire rope, and 8 is an angle protector.

具体实施方式detailed description

下面结合附图和具体的实施例对本发明中的结构作进一步的说明,但是不作为本发明的限定。The structure of the present invention will be further described below in conjunction with the accompanying drawings and specific embodiments, but it is not intended as a limitation of the present invention.

实施例1Example 1

参见图1,一种实现吊机死角部位钢构件吊装的吊装方法,包括以下步骤:Referring to Fig. 1, a hoisting method for hoisting steel components at the dead corner of the crane includes the following steps:

步骤S1、待安装钢构件的一侧设置吊点:紧贴钢结构柱脚设置第一吊钩滑车的固定点;所述第一吊钩滑车的固定点上方、主横梁上就近设置第二吊钩滑车的固定点;待安装钢构件一侧的正上方、主横梁上就近设置第三吊钩滑车的固定点;Step S1, set the lifting point on one side of the steel member to be installed: set the fixed point of the first hook block close to the foot of the steel structure column; set the second hanging block above the fixed point of the first hook block and on the main beam nearby The fixed point of the hook block; the fixed point of the third hook block is set directly above the side of the steel member to be installed and on the main beam;

步骤S2、待安装钢构件的一侧设置卷扬机的牵引绳:卷扬机的牵引绳依次穿过第一吊钩滑车、第二吊钩滑车、第三吊钩滑车,然后向下绑缚在待安装钢构件的一侧;Step S2, set the traction rope of the hoist on one side of the steel member to be installed: the traction rope of the hoist passes through the first hook block, the second hook block, and the third hook block in sequence, and then binds downward on the steel member to be installed. one side of the member;

步骤S3、待安装钢构件的另一侧用步骤S1和S2的同样方法设置吊点和卷扬机的牵引绳;Step S3, on the other side of the steel component to be installed, use the same method as steps S1 and S2 to set the lifting point and the traction rope of the hoist;

步骤S4、控制两台卷扬机同时以相同速率缓慢收牵引绳,观察并调整待安装钢构件上牵引绳的绑缚位置使其重心平稳;Step S4, control the two hoists to slowly retract the traction rope at the same speed at the same time, observe and adjust the binding position of the traction rope on the steel member to be installed so that the center of gravity is stable;

步骤S5、提升待安装钢构件至安装高度,并点焊固定。Step S5, lifting the steel member to be installed to the installation height, and fixing it by spot welding.

本实施例中,所述步骤S1中,所述第一吊钩滑车固定点的设置步骤包括:In this embodiment, in the step S1, the setting step of the fixing point of the first hook block includes:

步骤S11、用槽钢紧贴钢结构柱脚支撑板焊接一圈作为抱箍;Step S11, welding a circle of channel steel close to the supporting plate of the steel structure column foot as a hoop;

步骤S12、在所述抱箍上焊接一小截吊板,并在所述吊板中部开通孔;Step S12, welding a small hanging plate on the hoop, and opening a hole in the middle of the hanging plate;

步骤S13、马蹄扣穿过所述通孔,作为所述第一吊钩滑车的固定点。Step S13 , the horseshoe buckle passes through the through hole as a fixing point of the first hook block.

本实施例中,所述主横梁上设置第二或第三吊钩滑车的固定点的方法包括采用钢丝绳绑缚主横梁一圈,并将吊钩滑车挂在钢丝绳底部。In this embodiment, the method for setting the fixing point of the second or third hook block on the main crossbeam includes binding the main crossbeam with a wire rope for one turn, and hanging the hook block on the bottom of the wire rope.

参见图2,本实施例采用一种钢构件的吊装装置实现上述吊装方法。所述装置包括:两台卷扬机1、钢结构立柱2、钢结构主横梁3、槽钢抱箍4、吊板5、6个吊钩滑车、钢丝绳7;Referring to FIG. 2 , in this embodiment, a steel component hoisting device is used to realize the above-mentioned hoisting method. The device includes: two winches 1, steel structure columns 2, steel structure main beams 3, channel steel hoops 4, hanging plates 5, 6 hook blocks, and wire ropes 7;

所述槽钢抱箍4紧贴钢结构立柱柱脚支撑板设置;所述吊板5焊接于所述槽钢抱箍4;所述吊板5中部开通孔;第一吊钩滑车61固定于所述通孔;The channel steel hoop 4 is set close to the supporting plate of the column foot of the steel structure column; the hanging plate 5 is welded to the channel steel hoop 4; the middle part of the hanging plate 5 has a hole; the first hook block 61 is fixed on the said through hole;

所述第一吊钩滑车的固定点上方、主横梁上就近设有第二吊钩滑车62的固定点;待安装钢构件一侧的正上方、主横梁上就近设有第三吊钩滑车63的固定点;Above the fixed point of the first hook block, the fixed point of the second hook block 62 is arranged on the main beam nearby; the third hook block 63 is provided directly above the side of the steel member to be installed and on the main beam. the fixed point;

待安装钢构件另一侧对称设有槽钢抱箍和三个吊钩滑车;The other side of the steel member to be installed is symmetrically provided with channel steel hoops and three hook blocks;

两台卷扬机的钢丝绳分别依次穿过第一吊钩滑车61、第二吊钩滑车62、第三吊钩滑车63,然后向下绑缚在待安装钢构件的两侧。The wire ropes of the two winches pass through the first hook block 61, the second hook block 62, and the third hook block 63 respectively successively, and then are bound downwards on both sides of the steel member to be installed.

本实施例中,所述槽钢抱箍为10#槽钢制作。所述吊板为10#槽钢切段,所述通孔的直径约为20mm。马蹄扣51穿过所述通孔,用于固定所述第一吊钩滑车61。被钢丝绳绑缚的钢构件边角处用护角(8)保护。In this embodiment, the channel steel hoop is made of 10# channel steel. The hanging plate is a cut section of 10# channel steel, and the diameter of the through hole is about 20mm. The horseshoe buckle 51 passes through the through hole and is used for fixing the first hook block 61 . The corners of the steel members bound by steel wire ropes are protected with corner protectors (8).

实施例2Example 2

一种实现吊机死角部位钢构件吊装的吊装方法,包括的步骤与实施例1类似。与实施例1不同的是,本实施例中,所述主横梁上设置第二或第三吊钩滑车的固定点的方法包括在所述主横梁上焊接吊环,并将吊钩滑车挂在吊环底部。A hoisting method for hoisting steel components at dead corners of a crane, including steps similar to those in Embodiment 1. The difference from Embodiment 1 is that in this embodiment, the method for setting the fixing point of the second or third hook block on the main beam includes welding a ring on the main beam, and hanging the hook block on the ring bottom.

与实施例1类似,本实施例采用一种钢构件的吊装装置实现上述吊装方法。与实施例1不同的是,所述槽钢抱箍上吊板为钢板,通孔的直径约为10mm。所述第一吊钩滑车直接通过所述通孔或通过穿过通孔的钢丝绳圈进行固定。Similar to Embodiment 1, this embodiment adopts a steel member hoisting device to realize the above-mentioned hoisting method. The difference from Embodiment 1 is that the upper hanging plate of the channel steel hoop is a steel plate, and the diameter of the through hole is about 10 mm. The first hook block is fixed directly through the through hole or through a wire rope loop passing through the through hole.

综上,本发明提供了一种钢构件的吊装方法及吊装装置,以解决吊机无法吊装其死角部位钢构件的问题。所述吊装方法包括设置吊点、设置卷扬机的牵引绳、两台卷扬机同时吊装等步骤。所述吊装装置包括卷扬机、钢结构立柱、主横梁、槽钢抱箍、吊板、吊钩滑车和钢丝绳。所述槽钢抱箍紧贴钢结构立柱柱脚支撑板设置;所述吊板焊接于所述槽钢抱箍;第一吊钩滑车固定于所述吊板;第一吊钩滑车的固定点上方、主横梁上设有第二吊钩滑车的固定点;待安装钢构件一侧的正上方、主横梁上设有第三吊钩滑车的固定点。本发明利用现有钢结构主横梁进行吊装,无需花费人工、物资搭设桅杆,省时省力;吊装路径相对隐蔽,占用空间少;装置易于搭建,施工成本低。To sum up, the present invention provides a hoisting method and a hoisting device for steel components to solve the problem that the crane cannot hoist the steel components at dead corners. The hoisting method includes the steps of setting a hoisting point, setting a traction rope of the hoist, hoisting two hoisting machines at the same time, and the like. The hoisting device includes a winch, a steel structure column, a main beam, a channel steel hoop, a hanging plate, a hook block and a steel wire rope. The channel steel hoop is set close to the supporting plate of the column foot of the steel structure column; the hanging plate is welded to the channel steel hoop; the first hook block is fixed to the hanging plate; the fixing point of the first hook block The fixing point of the second hook tackle is provided above and on the main beam; the fixing point of the third hook tackle is provided on the main beam just above the side of the steel member to be installed. The present invention utilizes the main beam of the existing steel structure for hoisting, and does not need to spend manpower and materials to set up the mast, which saves time and effort; the hoisting path is relatively concealed and takes up less space; the device is easy to build and the construction cost is low.

本领域技术人员应该理解,本领域技术人员在结合现有技术以及上述实施例可以实现变化例,在此不做赘述。这样的变化例并不影响本发明的实质内容,在此不予赘述。Those skilled in the art should understand that those skilled in the art can implement variations by combining the existing technology and the foregoing embodiments, and details are not described here. Such variations do not affect the essence of the present invention, and will not be repeated here.

以上对本发明的较佳实施例进行了描述。需要理解的是,本发明并不局限于上述特定实施方式,其中未尽详细描述的设备和结构应该理解为用本领域中的普通方式予以实施;任何熟悉本领域的技术人员,在不脱离本发明技术方案范围情况下,都可利用上述揭示的方法和技术内容对本发明技术方案做出许多可能的变动和修饰,或修改为等同变化的等效实施例,这并不影响本发明的实质内容。因此,凡是未脱离本发明技术方案的内容,依据本发明的技术实质对以上实施例所做的任何简单修改、等同变化及修饰,均仍属于本发明技术方案保护的范围内。The preferred embodiments of the present invention have been described above. It should be understood that the present invention is not limited to the specific embodiments described above, and the devices and structures that are not described in detail should be understood to be implemented in a common manner in the art; Under the circumstances of the technical solution of the invention, many possible changes and modifications can be made to the technical solution of the present invention by using the methods and technical contents disclosed above, or be modified into equivalent embodiments with equivalent changes, which does not affect the essence of the present invention . Therefore, any simple modifications, equivalent changes and modifications made to the above embodiments according to the technical essence of the present invention, which do not deviate from the technical solution of the present invention, still fall within the protection scope of the technical solution of the present invention.

Claims (10)

1.一种钢构件的吊装方法,其特征在于,包括以下步骤:1. A hoisting method for a steel component, comprising the following steps: 步骤S1、待安装钢构件的一侧设置吊点:紧贴钢结构柱脚设置第一吊钩滑车的固定点;所述第一吊钩滑车的固定点上方、主横梁上就近设置第二吊钩滑车的固定点;待安装钢构件一侧的正上方、主横梁上就近设置第三吊钩滑车的固定点;Step S1, set the lifting point on one side of the steel member to be installed: set the fixed point of the first hook block close to the foot of the steel structure column; set the second hanging block above the fixed point of the first hook block and on the main beam nearby The fixed point of the hook block; the fixed point of the third hook block is set directly above the side of the steel member to be installed and on the main beam; 步骤S2、待安装钢构件的一侧设置卷扬机的牵引绳:卷扬机的牵引绳依次穿过第一吊钩滑车、第二吊钩滑车、第三吊钩滑车,然后向下绑缚在待安装钢构件的一侧;Step S2, set the traction rope of the hoist on one side of the steel member to be installed: the traction rope of the hoist passes through the first hook block, the second hook block, and the third hook block in sequence, and then binds downward on the steel member to be installed. one side of the member; 步骤S3、待安装钢构件的另一侧用步骤S1和S2的同样方法设置吊点和卷扬机的牵引绳;Step S3, on the other side of the steel component to be installed, use the same method as steps S1 and S2 to set the lifting point and the traction rope of the hoist; 步骤S4、控制两台卷扬机同时以相同速率缓慢收牵引绳,观察并调整待安装钢构件上牵引绳的绑缚位置使其重心平稳;Step S4, control the two hoists to slowly retract the traction rope at the same speed at the same time, observe and adjust the binding position of the traction rope on the steel member to be installed so that the center of gravity is stable; 步骤S5、提升待安装钢构件至安装高度,并点焊固定。Step S5, lifting the steel member to be installed to the installation height, and fixing it by spot welding. 2.根据权利要求1所述的一种钢构件的吊装方法,其特征在于,所述步骤S1中,所述第一吊钩滑车固定点的设置步骤包括:2. The hoisting method of a steel member according to claim 1, characterized in that, in the step S1, the setting step of the fixing point of the first hook block comprises: 步骤S11、用槽钢紧贴钢结构柱脚支撑板焊接一圈作为抱箍;Step S11, welding a circle of channel steel close to the supporting plate of the steel structure column foot as a hoop; 步骤S12、在所述抱箍上焊接一小截吊板,并在所述吊板中部开通孔;Step S12, welding a small hanging plate on the hoop, and opening a hole in the middle of the hanging plate; 步骤S13、马蹄扣穿过所述通孔,作为所述第一吊钩滑车的固定点。Step S13 , the horseshoe buckle passes through the through hole as a fixing point of the first hook block. 3.根据权利要求1所述的一种钢构件的吊装方法,其特征在于,所述主横梁上设置第二或第三吊钩滑车的固定点的方法包括采用钢丝绳绑缚主横梁一圈,并将吊钩滑车挂在钢丝绳底部。3. The hoisting method of a kind of steel member according to claim 1, characterized in that, the method for setting the fixed point of the second or third hook block on the main beam comprises using a steel wire rope to bind the main beam for one turn, And hang the hook block on the bottom of the wire rope. 4.根据权利要求1所述的一种钢构件的吊装方法,其特征在于,所述主横梁上设置第二或第三吊钩滑车的固定点的方法包括在所述主横梁上焊接吊环,并将吊钩滑车挂在吊环底部。4. The hoisting method of a kind of steel member according to claim 1, characterized in that, the method for arranging the fixing point of the second or third hook tackle on the main beam comprises welding a lifting ring on the main beam, And hang the hook block on the bottom of the ring. 5.一种钢构件的吊装装置,其特征在于,用于实施权利要求2至4任一项所述的钢构件的吊装方法,包括:两台卷扬机(1)、钢结构立柱(2)、钢结构主横梁(3)、槽钢抱箍(4)、吊板(5)、6个吊钩滑车、钢丝绳(7);5. A hoisting device for a steel component, characterized in that it is used to implement the hoisting method for the steel component described in any one of claims 2 to 4, comprising: two winches (1), steel structure columns (2), Steel structure main beam (3), channel steel hoop (4), hanging plate (5), 6 hook blocks, wire rope (7); 所述槽钢抱箍(4)紧贴钢结构立柱柱脚支撑板设置;所述吊板(5)焊接于所述槽钢抱箍(4);所述吊板(5)中部开通孔;第一吊钩滑车(61)固定于所述通孔;The channel steel hoop (4) is arranged close to the supporting plate of the column foot of the steel structure column; the hanging plate (5) is welded to the channel steel hoop (4); the middle part of the hanging plate (5) has a through hole; The first hook block (61) is fixed in the through hole; 所述第一吊钩滑车的固定点上方、主横梁上就近设有第二吊钩滑车(62)的固定点;待安装钢构件一侧的正上方、主横梁上就近设有第三吊钩滑车(63)的固定点;Above the fixed point of the first hook block, a fixed point of the second hook block (62) is provided on the main beam nearby; a third hook is provided on the main beam directly above the side of the steel member to be installed. fixed point of tackle (63); 待安装钢构件另一侧对称设有槽钢抱箍和三个吊钩滑车;The other side of the steel member to be installed is symmetrically provided with channel steel hoops and three hook blocks; 两台卷扬机的钢丝绳分别依次穿过第一吊钩滑车(61)、第二吊钩滑车(62)、第三吊钩滑车(63),然后向下绑缚在待安装钢构件的两侧。The wire ropes of two winches pass through the first hook block (61), the second hook block (62), and the third hook block (63) respectively successively, and then are bound downwards on both sides of the steel member to be installed. 6.根据权利要求5所述的一种钢构件的吊装装置,其特征在于,所述槽钢抱箍为10#槽钢制作。6. A hoisting device for a steel member according to claim 5, wherein the channel steel hoop is made of 10# channel steel. 7.根据权利要求5或6所述的一种钢构件的吊装装置,其特征在于,所述吊板为槽钢或钢板。7. A hoisting device for a steel member according to claim 5 or 6, characterized in that the hanging plate is a channel steel or a steel plate. 8.根据权利要求7所述的一种钢构件的吊装装置,其特征在于,所述吊板为10#槽钢切段,所述通孔的直径为10至30mm。8 . The hoisting device for steel members according to claim 7 , wherein the hanging plate is a 10# channel steel section, and the diameter of the through hole is 10 to 30 mm. 9.根据权利要求5所述的一种钢构件的吊装装置,其特征在于,马蹄扣(51)穿过所述通孔,用于固定所述第一吊钩滑车(61)。9. A hoisting device for a steel member according to claim 5, characterized in that a horseshoe buckle (51) passes through the through hole for fixing the first hook block (61). 10.根据权利要求5所述的一种钢构件的吊装装置,其特征在于,被钢丝绳绑缚的钢构件边角处用护角(8)保护。10. A hoisting device for steel components according to claim 5, characterized in that the corners of the steel components bound by steel wire ropes are protected by corner guards (8).
CN202210857504.XA 2022-07-20 2022-07-20 Hoisting method and hoisting device for steel member Pending CN115432564A (en)

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