CN202657825U - Device for lifting guyed tower in integrally assembled mode - Google Patents

Device for lifting guyed tower in integrally assembled mode Download PDF

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Publication number
CN202657825U
CN202657825U CN 201220226140 CN201220226140U CN202657825U CN 202657825 U CN202657825 U CN 202657825U CN 201220226140 CN201220226140 CN 201220226140 CN 201220226140 U CN201220226140 U CN 201220226140U CN 202657825 U CN202657825 U CN 202657825U
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CN
China
Prior art keywords
lifting
tower
welded
steel beams
beams
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Expired - Lifetime
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CN 201220226140
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Chinese (zh)
Inventor
王鹏
李江
吴高华
江宏
童庆望
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Hubei Electric Power Transmission and Distribution Engineering Co Ltd
State Grid Corp of China
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Hubei Electric Transmission & Transformation Engineering Co
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Priority to CN 201220226140 priority Critical patent/CN202657825U/en
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Abstract

The utility model relates to a tool for lifting a transmission line tower, in particular to a device for lifting a guyed tower in an integrally assembled mode. The device comprises two I-steel beams which are parallelly arranged and buckled with each other, wherein welding plates are welded between the two I-steel beams in a clamping mode; the two ends of each welding plate stretch out of the I-steel beams; and shackles are fixedly arranged at the two ends of each welding plate and connected with steel wire ropes. The two parallel I-steel beams are welded together through a plurality of welding plates which are arranged at intervals, so that the stress points of a balance pulley for lifting can be moved to two sides during lifting, the axial pressure of a cross arm during lifting is reduced, the risk that the cross arm is broken during integral lifting is reduced, balance in the integral lifting process is fully ensured, and lifting safety is ensured.

Description

吊车整体组立拉线塔起吊装置Hoisting device for guyed tower erected by crane

技术领域 technical field

本实用新型涉及输电线路杆塔起吊用的工器具,具体涉及吊车整体组立拉线塔起吊装置。The utility model relates to a tool for lifting a power transmission line tower, in particular to a hoisting device for a crane integrally erecting a stay wire tower.

背景技术 Background technique

LV40塔全高43.5m~49.5m,全塔净重25.4t~26.9t,属于高大型重塔,组立过程中常规的方法是采用人字抱杆或分解组立的方式施工。整体组塔方案,由于工器具受力很大,存在安全隐患;采用分解组立,由于双塔身,整体的稳定性较难有保证。The total height of the LV40 tower is 43.5m~49.5m, and the net weight of the whole tower is 25.4t~26.9t. The overall tower assembly scheme has potential safety hazards due to the large force on the tools and equipment; the disassembly assembly is adopted, and the overall stability is difficult to guarantee due to the double tower body.

发明内容 Contents of the invention

本实用新型的目的在于解决上述存在的技术问题,而提供一种提高起吊过程中整个起吊的平衡性,保证起吊的安全性的吊车整体组立拉线塔起吊装置。The purpose of the utility model is to solve the above-mentioned existing technical problems, and to provide a hoisting device for the whole hoisting tower of a crane that improves the balance of the whole hoisting in the hoisting process and ensures the safety of hoisting.

为了实现上述目的,本实用新型提供的吊车整体组立拉线塔起吊装置,包括两个平行设置并相互扣合的工字钢梁,所述两个工字钢梁之间间隔焊接有焊接板,所述焊接板的两端均伸出工字钢梁,焊接板的两端分别固定有卸扣,所述卸扣上连接有钢丝绳。In order to achieve the above object, the utility model provides a hoisting device for integral assembly of the cable tower with a crane, which includes two I-shaped steel beams arranged in parallel and interlocked with each other, and welded plates are welded at intervals between the two I-shaped steel beams. Both ends of the welded plate protrude from I-shaped steel beams, and shackles are respectively fixed at both ends of the welded plate, and steel wire ropes are connected to the shackles.

所述焊接板伸出两个工字钢梁的端部分别设有开孔,开孔中安装有销轴,所述卸扣焊接在销轴两端。The ends of the welded plate protruding from the two I-beams are respectively provided with openings, and pin shafts are installed in the openings, and the shackles are welded to both ends of the pin shafts.

本实用新型通过多个间隔设置的焊接板将两个平行的工字钢梁焊接一起,起吊时可以将起吊用的平衡滑车的受力点更向两侧移动,减小起吊时的横担的纵向压力,减小整体起吊时横担折断的风险,充分的保证了在起吊过程中整个起吊的平衡性,保证起吊的安全性。The utility model welds two parallel I-shaped steel beams together through a plurality of welding plates arranged at intervals, and can move the stress point of the balance block used for lifting to the two sides when lifting, reducing the tension of the cross arm when lifting. Longitudinal pressure reduces the risk of breaking the crossarm during overall lifting, fully guarantees the balance of the entire lifting during the lifting process, and ensures the safety of the lifting.

通过试验表明,本实用新型采用两个平行的工字钢梁,在LV40型杆塔起吊过程中,没有出现倾斜及大幅晃动的情况,也无LV40横担受折的情况,保证了LV40型塔的质量,加强了整个施工过程中的安全性,确保施工顺利进行。The test shows that the utility model adopts two parallel I-shaped steel beams, and there is no inclination and large shaking during the hoisting process of the LV40 type pole tower, and there is no case of the LV40 cross-arm being folded, which ensures the safety of the LV40 type tower. Quality, which strengthens the safety during the entire construction process and ensures the smooth progress of the construction.

附图说明 Description of drawings

图1为本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;

图2是图1中A-A向视图;Fig. 2 is A-A direction view among Fig. 1;

图中:1-工字钢梁;2-焊接板;3-卸扣;4-销轴;5-钢丝绳。In the figure: 1-I-shaped steel beam; 2-welded plate; 3-shackle; 4-pin shaft; 5-wire rope.

具体实施方式 Detailed ways

下面结合实施例和附图对本实用新型作进一步的详细说明。Below in conjunction with embodiment and accompanying drawing, the utility model is described in further detail.

如图1和图2所示,吊车整体组立拉线塔起吊装置包括两个平行设置并相互扣合的工字钢梁1,两个工字钢梁1之间间隔焊接有焊接板2,焊接板2的两端均伸出工字钢梁1,焊接板2的两端分别固定有卸扣3,卸扣3上连接有钢丝绳5。As shown in Fig. 1 and Fig. 2, the hoisting device of the overall erected cable tower of the crane includes two I-beams 1 arranged in parallel and interlocked with each other. Welding plates 2 are welded at intervals between the two I-beams 1 . Both ends of the plate 2 protrude from the I-shaped steel beam 1, and the two ends of the welded plate 2 are respectively fixed with shackles 3, and the shackles 3 are connected with steel wire ropes 5.

焊接板2伸出两个工字钢梁1的端部分别设有开孔,开孔中安装有销轴4,卸扣3焊接在销轴4两端。The ends of the two I-beams 1 protruding from the welding plate 2 are respectively provided with openings, and pin shafts 4 are installed in the openings, and the shackles 3 are welded on the two ends of the pin shaft 4 .

使用时,将吊车布置在铁塔塔头方向,吊钩自然下垂在铁塔拉线挂点所在面正上方,吊钩下方为点绳系统。初立时吊车主臂及臂幅维持不变,过提升钢丝绳5连接的吊钩,将铁塔缓慢抽离地面。在塔腿上设置专用的脚托,使塔脚与地面隔离,既保护塔材,也防止地面被塔脚拖出沟槽,保护环境。在塔腿离地后,通过缩短吊车的主臂臂长减小臂幅,将铁塔水平移动到基础正上方后,缓慢下钩即将铁塔就位到基础上,再安装完铁塔四根铁塔拉线,即完成组塔。采用本实用新型的起吊装置,吊车所需臂幅最小,使用较小吨位的吊车就可以满足施工要求,控制了吊车的租赁费用。When in use, the crane is arranged in the direction of the tower head, the hook naturally hangs directly above the surface where the hanging point of the iron tower stays, and the point rope system is below the hook. When the main arm of the crane and the arm width are kept unchanged at the beginning, the steel tower is slowly pulled off the ground by lifting the hook connected by the wire rope 5 . Special foot rests are set on the tower legs to isolate the tower feet from the ground, which not only protects the tower materials, but also prevents the ground from being dragged out of the trench by the tower feet to protect the environment. After the tower legs are off the ground, shorten the main arm length of the crane to reduce the arm width, move the iron tower horizontally to the top of the foundation, slowly lower the hook to put the iron tower in place on the foundation, and then install the four iron tower stay wires of the iron tower. That is to say, the tower assembly is completed. By adopting the lifting device of the utility model, the arm width required by the crane is the smallest, and the construction requirements can be met by using a crane with a smaller tonnage, and the rental cost of the crane is controlled.

显然,本领域的技术人员可以对本实用新型进行各种改动和变型而不脱离本实用新型的精神和范围。如挡板1.2可为箱体1的另一个侧壁,此类修改和变型属于本实用新型权利要求及其等同技术的范围之内,则本实用新型也意图包含这些改动和变型在内。Obviously, those skilled in the art can make various changes and modifications to the utility model without departing from the spirit and scope of the utility model. If the baffle 1.2 can be another side wall of the box body 1, such modifications and variations fall within the scope of the claims of the utility model and equivalent technologies thereof, and the utility model is also intended to include these modifications and variations.

本说明书中未作详细描述的内容属于本领域专业技术人员公知的现有技术。The content not described in detail in this specification belongs to the prior art known to those skilled in the art.

Claims (2)

1.一种吊车整体组立拉线塔起吊装置,其特征在于:包括两个平行设置并相互扣合的工字钢梁(1),所述两个工字钢梁(1)之间间隔焊接有焊接板(2),所述焊接板(2)的两端均伸出工字钢梁(1),焊接板(2)的两端分别固定有卸扣(3),所述卸扣(3)上连接有钢丝绳(5)。1. A hoisting device for a guyed tower with integral assembly of a crane, characterized in that it comprises two I-beams (1) arranged in parallel and interlocked with each other, and the two I-beams (1) are welded at intervals There is a welded plate (2), the two ends of the welded plate (2) protrude from the I-shaped steel beam (1), the two ends of the welded plate (2) are respectively fixed with shackles (3), and the shackles ( 3) A steel wire rope (5) is connected to it. 2.根据权利要求1所述的吊车整体组立拉线塔起吊装置,其特征在于:所述焊接板(2)伸出两个工字钢梁(1)的端部分别设有开孔,开孔中安装有销轴(4),所述卸扣(3)焊接在销轴(4)两端。2. The hoisting device for integrally erected cable towers with cranes according to claim 1, characterized in that: the ends of the two I-beams (1) protruding from the welded plate (2) are respectively provided with openings, and the openings are Pin shafts (4) are installed in the holes, and the shackles (3) are welded to both ends of the pin shafts (4).
CN 201220226140 2012-05-18 2012-05-18 Device for lifting guyed tower in integrally assembled mode Expired - Lifetime CN202657825U (en)

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CN 201220226140 CN202657825U (en) 2012-05-18 2012-05-18 Device for lifting guyed tower in integrally assembled mode

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Application Number Priority Date Filing Date Title
CN 201220226140 CN202657825U (en) 2012-05-18 2012-05-18 Device for lifting guyed tower in integrally assembled mode

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103171972A (en) * 2013-03-01 2013-06-26 上海振华重工集团(南通)有限公司 Tower frame assembling and lifting process
CN112374366A (en) * 2020-11-12 2021-02-19 湖南响箭重工科技股份有限公司 Hoisting system for assembling concrete pump truck supporting leg system and hoisting method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103171972A (en) * 2013-03-01 2013-06-26 上海振华重工集团(南通)有限公司 Tower frame assembling and lifting process
CN112374366A (en) * 2020-11-12 2021-02-19 湖南响箭重工科技股份有限公司 Hoisting system for assembling concrete pump truck supporting leg system and hoisting method thereof
CN112374366B (en) * 2020-11-12 2023-02-28 湖南响箭重工科技股份有限公司 Hoisting system for assembling concrete pump truck supporting leg system and hoisting method thereof

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: STATE ELECTRIC NET CROP.

Effective date: 20130326

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20130326

Address after: Yang Yuansheng 430063 Hubei province Wuhan city Wuchang District Road No. 5

Patentee after: Hubei Electric Power Transmission & Distribution Engineering Co., Ltd.

Patentee after: State Grid Corporation of China

Address before: Yang Yuansheng 430063 Hubei province Wuhan city Wuchang District Road No. 5

Patentee before: Hubei Electric Transmission & Transformation Engineering Company

CX01 Expiry of patent term

Granted publication date: 20130109

CX01 Expiry of patent term