CN108706438B - Lifting appliance for construction of large I-shaped structure - Google Patents
Lifting appliance for construction of large I-shaped structure Download PDFInfo
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- CN108706438B CN108706438B CN201810923790.9A CN201810923790A CN108706438B CN 108706438 B CN108706438 B CN 108706438B CN 201810923790 A CN201810923790 A CN 201810923790A CN 108706438 B CN108706438 B CN 108706438B
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-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
- B66C1/10—Load-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
- B66C1/22—Rigid members, e.g. L-shaped members, with parts engaging the under surface of the loads; Crane hooks
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Abstract
Description
技术领域Technical Field
本发明涉及施工设备,尤其是涉及一种大型工字形结构施工用吊具。The invention relates to construction equipment, in particular to a hoisting device for large I-shaped structure construction.
背景技术Background technique
工字形钢结构梁在钢桥中应用越来越普遍,对于大跨度的钢结构采用分块吊装,吊装重量比较大,应用的吊具也有所差异,钢结构进行涂装,吊具对于钢结构自身或者涂装可能产生破坏的影响。I-shaped steel beams are increasingly used in steel bridges. For large-span steel structures, they are hoisted in blocks. The hoisting weight is relatively large, and the hoists used are also different. When the steel structure is painted, the hoists may have a destructive effect on the steel structure itself or the paint.
对于工字形截面的结构物,一般采取以下几种方式(1)焊接专用吊耳作为吊点,再连接钢丝绳和卸扣。(2)在腹板上开直径比较大的孔,采用钢板和大型销子销接,再连接钢丝绳方式。(3)采用大型框架将结构兜吊,再与钢丝绳连接方式。这几种方式均有缺点,方式(1)产生大量的吊耳,需要消耗大量钢材,同时对涂装进行破环,吊装完成后要割除再涂装,成本增加,工序多,对结构有影响;方式(2)对结构进行破环,需要进行结构加强,同时征得设计方的同意;(3)材料增加很多,而且横向限位要增加,成本、风险均大。For I-section structures, the following methods are generally used: (1) Welding special lifting lugs as lifting points, and then connecting wire ropes and shackles. (2) Opening a relatively large diameter hole on the web, using steel plates and large pins to connect, and then connecting wire ropes. (3) Using a large frame to suspend the structure, and then connecting it with wire ropes. These methods all have disadvantages. Method (1) produces a large number of lifting lugs, which consumes a lot of steel and damages the paint. After the lifting is completed, it needs to be cut off and then painted, which increases the cost and has many processes and affects the structure. Method (2) damages the structure and requires structural reinforcement. At the same time, the consent of the designer must be obtained. (3) The material increases a lot, and the lateral limit needs to be increased, which has high costs and risks.
为此,设计一种工字形截面的施工用吊具,在不破环结构和涂装的情况下,可以反复使用,投入少,且提高吊具在施工过程中的安全系数。To this end, a construction hanger with an I-shaped cross-section is designed, which can be used repeatedly without damaging the structure and coating, requires little investment, and improves the safety factor of the hanger during the construction process.
发明的内容Summary of the invention
为了解决传统吊具在吊装过程中出现破环结构或者涂装,或者不必要投入及安全风险大的问题,本发明提供了一种大型工字形结构施工用吊具,本发明的目的之一在于在吊具下部钢板上设置了防滑的第一橡胶垫,保证待吊的结构物的完整性。本发明的目的之二在于该吊具可以反复使用,不破坏钢结构和涂装,拆卸方便,使用灵活且投入少。In order to solve the problem that the traditional slings may damage the structure or coating during the lifting process, or have unnecessary investment and high safety risks, the present invention provides a large-scale I-shaped structure construction sling. One of the purposes of the present invention is to set a non-slip first rubber pad on the lower steel plate of the sling to ensure the integrity of the structure to be lifted. The second purpose of the present invention is that the sling can be used repeatedly without damaging the steel structure and coating, is easy to disassemble, flexible to use and has low investment.
本发明采用的技术方案为:The technical solution adopted by the present invention is:
一种大型工字形结构施工用吊具,包括两个吊具上部竖向钢板、吊具上部水平钢板、两个吊具下部钢板、第一橡胶垫和第二橡胶垫;所述的两个吊具上部竖向钢板平行设置在吊具上部水平钢板上,两个吊具下部钢板设置在吊具上部水平钢板下端,两个吊具下部钢板与吊具上部水平钢板之间均设置有第二橡胶垫,吊具上部水平钢板、两个吊具下部钢板和第二橡胶垫之间形成一个T形空隙;两个吊具下部钢板上均设置有第一橡胶垫。A sling for construction of a large I-shaped structure, comprising two upper vertical steel plates of the sling, an upper horizontal steel plate of the sling, two lower steel plates of the sling, a first rubber pad and a second rubber pad; the two upper vertical steel plates of the sling are arranged in parallel on the upper horizontal steel plate of the sling, the two lower steel plates of the sling are arranged at the lower end of the upper horizontal steel plate of the sling, the second rubber pad is arranged between the two lower steel plates of the sling and the upper horizontal steel plate of the sling, a T-shaped gap is formed between the upper horizontal steel plate of the sling, the two lower steel plates of the sling and the second rubber pad; the first rubber pad is arranged on the two lower steel plates of the sling.
所述的吊具下部钢板为90°折弯钢板,两个吊具下部钢板上均分别设置有下加劲肋,下加劲肋5位于90°折弯钢板的折弯内,90°折弯钢板的折弯处为圆弧,第一橡胶垫设置在90°折弯钢板的两个直角边上。The lower steel plate of the sling is a 90° bent steel plate, and lower stiffening ribs are respectively arranged on the two lower steel plates of the slings. The lower stiffening ribs 5 are located in the bend of the 90° bent steel plate. The bend of the 90° bent steel plate is an arc, and the first rubber pad is arranged on the two right-angled sides of the 90° bent steel plate.
所述的吊具上部水平钢板与两个吊具下部钢板之间通过翼缘螺栓连接。The upper horizontal steel plate of the sling is connected to the two lower steel plates of the slings by flange bolts.
所述的两个吊具下部钢板下部通过腹板螺栓连接。The lower parts of the lower steel plates of the two slings are connected by web bolts.
所述的两个吊具上部竖向钢板与吊具上部水平钢板上设置有上加劲肋。Upper stiffening ribs are arranged on the upper vertical steel plates of the two hangers and the upper horizontal steel plates of the hangers.
所述的上加劲肋为多个。There are multiple upper stiffening ribs.
所述的两个吊具上部竖向钢板上部均开有圆孔。The upper parts of the vertical steel plates on the two hangers are both provided with round holes.
所述的第二橡胶垫比第一橡胶垫厚。The second rubber pad is thicker than the first rubber pad.
本发明的有益效果为:The beneficial effects of the present invention are:
本发明提供的吊具,解决了传统吊具在吊装过程中出现破环结构或者涂装,或者不必要投入及安全风险大的问题。本发明在吊具下部钢板上设置了防滑的第一橡胶垫,保证待吊的结构物的完整性。本发明提供的吊具可以反复使用,不破坏钢结构和涂装,拆卸方便,使用灵活且投入少。The sling provided by the present invention solves the problem that the traditional sling may damage the structure or coating during the lifting process, or cause unnecessary investment and high safety risks. The present invention provides a non-slip first rubber pad on the lower steel plate of the sling to ensure the integrity of the structure to be lifted. The sling provided by the present invention can be used repeatedly without damaging the steel structure and coating, is easy to disassemble, flexible to use and requires little investment.
本发明解决了传统吊具在工字形结构上焊接吊耳或者开孔采用销接,再或者大量投入框架钢结构而且不能保证抗滑移,解决投入多,损伤结构体等不利因素,同时该结构简单、使用灵活、而且可以周转投入少,还可以解决对钢结构涂装损伤的问题。吊具根据吊重重量大小调整钢板尺寸、螺栓大小可以解决,使用非常灵活。The present invention solves the problem that traditional slings weld lifting ears or open holes on I-shaped structures and use pins to connect, or invest a large amount of frame steel structure and cannot guarantee anti-slip, solves the disadvantages of high investment and damage to the structure, and at the same time, the structure is simple, flexible to use, and can be turned around with low investment, and can also solve the problem of damage to the steel structure coating. The sling can adjust the size of the steel plate and the size of the bolt according to the weight of the lifting weight, and the use is very flexible.
以下将结合附图对本发明做进一步详细说明。The present invention will be further described in detail below with reference to the accompanying drawings.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1施工用吊具的结构示意图。Figure 1 is a schematic diagram of the structure of a construction hanger.
图2 施工用吊具的平面图。Figure 2 Plan view of the construction hoist.
图中,附图标记为:1、吊具上部竖向钢板;2、吊具上部水平钢板3、吊具下部钢板;4、上加劲肋;5、下加劲肋;6、翼缘螺栓;7、腹板螺栓;8、第一橡胶垫;9、第二橡胶垫。In the figure, the reference numerals are: 1. upper vertical steel plate of the sling; 2. upper horizontal steel plate of the sling; 3. lower steel plate of the sling; 4. upper stiffening rib; 5. lower stiffening rib; 6. flange bolts; 7. web bolts; 8. first rubber pad; 9. second rubber pad.
具体实施方式Detailed ways
实施例1:Embodiment 1:
为了解决传统吊具在吊装过程中出现破环结构或者涂装,或者不必要投入及安全风险大的问题,本发明提供了如图1和图2所示的一种大型工字形结构施工用吊具,本发明的目的之一在于在吊具下部钢板上设置了防滑的第一橡胶垫,保证待吊的结构物的完整性。本发明的目的之二在于该吊具可以反复使用,不破坏钢结构和涂装,拆卸方便,使用灵活且投入少。In order to solve the problem that the traditional slings may damage the structure or coating during the hoisting process, or have unnecessary investment and high safety risks, the present invention provides a large-scale I-shaped structure construction sling as shown in Figures 1 and 2. One of the purposes of the present invention is to set a non-slip first rubber pad on the lower steel plate of the sling to ensure the integrity of the structure to be hoisted. The second purpose of the present invention is that the sling can be used repeatedly without damaging the steel structure and coating, is easy to disassemble, flexible to use and has low investment.
一种大型工字形结构施工用吊具,包括两个吊具上部竖向钢板1、吊具上部水平钢板2、两个吊具下部钢板3、第一橡胶垫8和第二橡胶垫9;所述的两个吊具上部竖向钢板1平行设置在吊具上部水平钢板2上,两个吊具下部钢板3设置在吊具上部水平钢板2下端,两个吊具下部钢板3与吊具上部水平钢板2之间均设置有第二橡胶垫9,吊具上部水平钢板2、两个吊具下部钢板3和第二橡胶垫9之间形成一个T形空隙;两个吊具下部钢板3上均设置有第一橡胶垫8。A sling for construction of a large I-shaped structure, comprising two upper vertical steel plates 1 of the sling, an upper horizontal steel plate 2 of the sling, two lower steel plates 3 of the sling, a first rubber pad 8 and a second rubber pad 9; the two upper vertical steel plates 1 of the sling are arranged in parallel on the upper horizontal steel plate 2 of the sling, the two lower steel plates 3 of the sling are arranged at the lower end of the upper horizontal steel plate 2 of the sling, the second rubber pad 9 is arranged between the two lower steel plates 3 of the sling and the upper horizontal steel plate 2 of the sling, a T-shaped gap is formed between the upper horizontal steel plate 2 of the sling, the two lower steel plates 3 of the sling and the second rubber pad 9; the first rubber pad 8 is arranged on the two lower steel plates 3 of the sling.
本说明提供的一种大型工字形结构施工用吊具的工作原理是:工字形钢结构梁11在起吊的过程中,一般情况下采用4点垂直起吊,起吊需要钢丝绳10连接吊具的两个吊具上部竖向钢板1,吊具需要将钢结构正确连接,将工字形钢结构梁11正确放置在吊具上部水平钢板2、两个吊具下部钢板3和第二橡胶垫9之间形成一个T形空隙内,吊具通过吊具下部钢板3夹紧工字形结构翼缘,安装螺栓进行紧固,为了防止出现滑移现象,在吊具下部钢板3与工字形钢接触的面上加设了第一橡胶垫。吊具上部水平钢板2和两个吊具下部钢板3之间吊装了工字形钢结构梁11,工字形钢结构梁11除翼缘钢板外安装第二橡胶垫9,翼缘螺栓6紧固时防止吊具上部水平钢板2和两个吊具下部钢板3变形;钢丝绳10与吊具连接,起重设备进行起重吊装。The working principle of a hoist for large I-shaped structure construction provided in this specification is: during the lifting process of the I-shaped steel structure beam 11, four-point vertical lifting is generally adopted. The lifting requires a steel wire rope 10 to connect the two upper vertical steel plates 1 of the hoist. The hoist needs to correctly connect the steel structure and correctly place the I-shaped steel structure beam 11 in a T-shaped gap formed between the upper horizontal steel plate 2 of the hoist, the two lower steel plates 3 of the hoist and the second rubber pad 9. The hoist clamps the I-shaped structure flange through the lower steel plate 3 of the hoist and tightens it with bolts. In order to prevent slippage, a first rubber pad is added to the contact surface of the lower steel plate 3 of the hoist and the I-shaped steel. An I-shaped steel structure beam 11 is hoisted between the upper horizontal steel plate 2 of the sling and the two lower steel plates 3 of the sling. The I-shaped steel structure beam 11 is installed with a second rubber pad 9 except for the flange steel plate. When the flange bolts 6 are tightened, the upper horizontal steel plate 2 of the sling and the two lower steel plates 3 of the sling are prevented from being deformed. The steel wire rope 10 is connected to the sling, and the lifting equipment is used for lifting.
本发明解决了传统吊具在工字形结构上焊接吊耳或者开孔采用销接,再或者大量投入框架钢结构而且不能保证抗滑移,解决投入多,损伤结构体等不利因素,同时该结构简单、使用灵活、而且可以周转投入少,还可以解决对钢结构涂装损伤的问题。吊具根据吊重重量大小调整钢板尺寸、螺栓大小可以解决,使用非常灵活。The present invention solves the problem that traditional slings weld lifting ears or open holes on I-shaped structures and use pins to connect, or invest a large amount of frame steel structure and cannot guarantee anti-slip, solves the disadvantages of high investment and damage to the structure, and at the same time, the structure is simple, flexible to use, and can be turned around with low investment, and can also solve the problem of damage to the steel structure coating. The sling can adjust the size of the steel plate and the size of the bolt according to the weight of the lifting weight, and the use is very flexible.
实施例2:Embodiment 2:
基于上述实施例的基础上,本实施例中,所述的吊具下部钢板3为90°折弯钢板,两个吊具下部钢板3上均分别设置有下加劲肋5,下加劲肋5位于90°折弯钢板的折弯内,90°折弯钢板的折弯处为圆弧,第一橡胶垫8设置在90°折弯钢板的两个直角边上。Based on the above embodiments, in this embodiment, the lower steel plate 3 of the sling is a 90° bent steel plate, and lower stiffening ribs 5 are respectively provided on the two lower steel plates 3 of the slings. The lower stiffening ribs 5 are located in the bend of the 90° bent steel plate, and the bend of the 90° bent steel plate is an arc. The first rubber pad 8 is arranged on the two right-angled sides of the 90° bent steel plate.
本实施例中,吊具下部钢板3为90°折弯钢板,90°折弯钢板的折弯处为圆弧,这圆弧的设计保证了工字形钢结构梁11在起吊过程中不会碰到吊具下部钢板3的拐角,保证了工字形钢结构梁11的结构完整性。In this embodiment, the lower steel plate 3 of the sling is a 90° bent steel plate, and the bending part of the 90° bent steel plate is an arc. The design of the arc ensures that the I-shaped steel structure beam 11 will not touch the corner of the lower steel plate 3 of the sling during the lifting process, thereby ensuring the structural integrity of the I-shaped steel structure beam 11.
如图2所示,所述的吊具上部水平钢板2与两个吊具下部钢板3之间通过翼缘螺栓6连接。As shown in FIG. 2 , the upper horizontal steel plate 2 of the sling is connected to the two lower steel plates 3 of the sling via flange bolts 6 .
所述的两个吊具下部钢板3下部通过腹板螺栓7连接。The lower parts of the two lower steel plates 3 of the slings are connected by web bolts 7 .
所述的两个吊具上部竖向钢板1与吊具上部水平钢板2上设置有上加劲肋4。Upper stiffening ribs 4 are provided on the two upper vertical steel plates 1 of the hangers and the upper horizontal steel plates 2 of the hangers.
所述的上加劲肋4为多个。The upper stiffening ribs 4 are multiple.
所述的两个吊具上部竖向钢板1上部均开有圆孔。The upper parts of the vertical steel plates 1 on the two hangers are both provided with round holes.
所述的第二橡胶垫9比第一橡胶垫8厚。The second rubber pad 9 is thicker than the first rubber pad 8 .
工字形钢结构梁11在起吊的过程中,一般情况下采用4点垂直起吊,起吊需要钢丝绳10连接吊具的两个吊具上部竖向钢板1,吊具需要将钢结构正确连接,将工字形钢结构梁11正确放置在吊具上部水平钢板2、两个吊具下部钢板3和第二橡胶垫9之间形成一个T形空隙内,吊具通过吊具下部钢板3夹紧工字形结构翼缘,安装螺栓进行紧固,为了防止出现滑移现象,在吊具下部钢板3与工字形钢接触的面上加设了第一橡胶垫。吊具上部水平钢板2和两个吊具下部钢板3之间吊装了工字形钢结构梁11,工字形钢结构梁11除翼缘钢板外安装第二橡胶垫9,翼缘螺栓6紧固时防止吊具上部水平钢板2和两个吊具下部钢板3变形;通过翼缘螺栓6、腹板螺栓7紧固,吊具与工字形钢结构梁11连接成整体,钢丝绳10与吊具连接,起重设备进行起重吊装。During the lifting process of the I-shaped steel structure beam 11, four-point vertical lifting is generally adopted. The lifting requires a steel wire rope 10 to connect the two upper vertical steel plates 1 of the lift. The lift needs to correctly connect the steel structure and correctly place the I-shaped steel structure beam 11 in a T-shaped gap formed between the upper horizontal steel plate 2 of the lift, the two lower steel plates 3 of the lift and the second rubber pad 9. The lift clamps the I-shaped structure flange through the lower steel plate 3 of the lift and tightens it with bolts. In order to prevent slippage, a first rubber pad is added to the contact surface of the lower steel plate 3 of the lift and the I-shaped steel. An I-shaped steel structure beam 11 is hoisted between the upper horizontal steel plate 2 of the hoist and the two lower steel plates 3 of the hoist. The I-shaped steel structure beam 11 is installed with a second rubber pad 9 except for the flange steel plate. When the flange bolts 6 are tightened, the upper horizontal steel plate 2 of the hoist and the two lower steel plates 3 of the hoist are prevented from being deformed. The hoist is connected to the I-shaped steel structure beam 11 as a whole by tightening the flange bolts 6 and the web bolts 7. The wire rope 10 is connected to the hoist, and the lifting equipment is used for lifting.
本实施例中,如图1所示,图1为施工用吊具的结构示意图,其中(a)为本结构主视图,(b)为本结构侧视图。两个吊具上部竖向钢板1与吊具上部水平钢板2和上加劲肋4是一个整体;吊具下部钢板3和其对应的下加劲肋5是一个整体,共2件,放在工字形钢结构梁11翼缘下部;在工字形钢结构梁11开两个小孔安装小直径螺栓,主要目的是将工字形钢结构梁11腹板两侧的吊具下部钢板3拉紧。In this embodiment, as shown in FIG1 , FIG1 is a schematic diagram of the structure of the construction hanger, wherein (a) is the main view of the structure, and (b) is the side view of the structure. The two upper vertical steel plates 1 of the hangers are integral with the upper horizontal steel plates 2 of the hangers and the upper stiffening ribs 4; the lower steel plate 3 of the hanger and its corresponding lower stiffening rib 5 are integral, a total of 2 pieces, placed at the lower part of the flange of the I-shaped steel structure beam 11; two small holes are opened in the I-shaped steel structure beam 11 to install small diameter bolts, the main purpose of which is to tighten the lower steel plates 3 of the hanger on both sides of the web of the I-shaped steel structure beam 11.
本发明解决了传统吊具在工字形结构上焊接吊耳或者开孔采用销接,再或者大量投入框架钢结构而且不能保证抗滑移,解决投入多,损伤结构体等不利因素,同时该结构简单、使用灵活、而且可以周转投入少,还可以解决对钢结构涂装损伤的问题。吊具根据吊重重量大小调整钢板尺寸、螺栓大小可以解决,使用非常灵活。The present invention solves the problem that traditional slings weld lifting ears or open holes on I-shaped structures and use pins to connect, or invest a large amount of frame steel structure and cannot guarantee anti-slip, solves the disadvantages of high investment and damage to the structure, and at the same time, the structure is simple, flexible to use, and can be turned around with low investment, and can also solve the problem of damage to the steel structure coating. The sling can adjust the size of the steel plate and the size of the bolt according to the weight of the lifting weight, and the use is very flexible.
以上例举仅仅是对发明的举例说明,并不构成对本发明的保护范围的限制,凡是与本发明相同或相似的设计均属于本发明的保护范围之内。The above examples are merely illustrative of the invention and do not constitute a limitation on the protection scope of the invention. All designs that are identical or similar to the present invention fall within the protection scope of the present invention.
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| CN203845664U (en) * | 2014-04-17 | 2014-09-24 | 河南第一火电建设公司 | Special lifting tool for lifting board girder of boiler |
| CN106744290A (en) * | 2016-12-29 | 2017-05-31 | 马鞍山万普实业发展有限公司 | A kind of steel part conveys transfer tooling |
| CN208916606U (en) * | 2018-08-14 | 2019-05-31 | 中交二公局第二工程有限公司 | It is a kind of large size I-shape construction construction use suspender |
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| CN206172803U (en) * | 2016-08-17 | 2017-05-17 | 中建钢构有限公司 | Clamp type ear plate |
| CN206634928U (en) * | 2017-04-07 | 2017-11-14 | 西南石油大学 | A kind of anticreep suspender for H profile steel |
| CN207276047U (en) * | 2017-09-26 | 2018-04-27 | 中铁城建集团第三工程有限公司 | Steel roof truss boom hoisting |
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| CN203845664U (en) * | 2014-04-17 | 2014-09-24 | 河南第一火电建设公司 | Special lifting tool for lifting board girder of boiler |
| CN106744290A (en) * | 2016-12-29 | 2017-05-31 | 马鞍山万普实业发展有限公司 | A kind of steel part conveys transfer tooling |
| CN208916606U (en) * | 2018-08-14 | 2019-05-31 | 中交二公局第二工程有限公司 | It is a kind of large size I-shape construction construction use suspender |
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Effective date of registration: 20250311 Address after: 210000 No. 396 Binjiang Avenue, Jiangbei new area, Nanjing, Jiangsu Patentee after: East China Construction Co., Ltd. of CCCC Second Highway Engineering Co.,Ltd. Country or region after: China Address before: 710119 No.29, No.1 Enterprise Park, West Avenue, high tech Zone, Xi'an City, Shaanxi Province Patentee before: CCCC-SHEC SECOND ENGINEERING Co.,Ltd. Country or region before: China |