CN111776937A - Prefabricated hoisting device and usage for hoisting I-beam and its combined modules - Google Patents

Prefabricated hoisting device and usage for hoisting I-beam and its combined modules Download PDF

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CN111776937A
CN111776937A CN202010744151.3A CN202010744151A CN111776937A CN 111776937 A CN111776937 A CN 111776937A CN 202010744151 A CN202010744151 A CN 202010744151A CN 111776937 A CN111776937 A CN 111776937A
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hoisting
splint
plate
lifting
bolts
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孙桢
张盼盼
王铁利
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Paro Tianjin Offshore Engineering Co ltd
Tianjin Tdbh Naval Architecture & Ocean Engineering Academy
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Paro Tianjin Offshore Engineering Co ltd
Tianjin Tdbh Naval Architecture & Ocean Engineering Academy
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    • 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
    • B66C1/62Load-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 comprising article-engaging members of a shape complementary to that of the articles to be handled
    • B66C1/64Load-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 comprising article-engaging members of a shape complementary to that of the articles to be handled for T- or I-section beams or girders

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  • Mechanical Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本发明公开了一种用于工字梁及其组合模块吊装的装配式起吊装置,包括一块上夹板、一块下夹板和两个侧支撑,上夹板横置在工字梁上翼缘板的上表面上,下夹板横担在工字梁下翼缘板的下表面上,两个侧支撑分别嵌装在工字梁腹板两侧的槽口内,侧支撑设有顶板和底板,且内侧面平齐,与工字梁腹板紧贴,顶板与上夹板通过螺栓Ⅰ连接,底板与下夹板通过螺栓Ⅱ连接;在上夹板上固接有吊耳。本发明还公开了上述装配式起吊装置的使用方法。本发明通过采用能够承受足够拉力的、四面包围的装配式起吊装置,能够稳定可靠地完成工字梁及其组合模块的吊装,避免因吊耳直接焊在工字梁上的后患,施工方便、安全,能够降低人工成本和材料成本,缩短工期。

Figure 202010744151

The invention discloses an assembled hoisting device for hoisting an I-beam and its combined modules, which comprises an upper clamping plate, a lower clamping plate and two side supports, and the upper clamping plate is horizontally arranged on the upper surface of the upper flange plate of the I-beam , the lower splint is cross-armed on the lower surface of the lower flange plate of the I-beam, the two side supports are respectively embedded in the grooves on both sides of the I-beam web, and the side supports are provided with a top plate and a bottom plate, and the inner sides are flush , which is closely attached to the web of the I-beam, the top plate and the upper splint are connected by bolts I, and the bottom plate and the lower splint are connected by bolts II; lifting lugs are fixed on the upper splint. The invention also discloses a method of using the above-mentioned assembled hoisting device. The present invention can complete the hoisting of the I-beam and its combined modules stably and reliably by adopting a prefabricated hoisting device that can withstand sufficient tensile force and is surrounded by all sides, avoids the trouble caused by the direct welding of the lifting lugs on the I-beam, and is convenient for construction. Safety, can reduce labor costs and material costs, shorten the construction period.

Figure 202010744151

Description

用于工字梁及其组合模块吊装的装配式起吊装置及用法Prefabricated hoisting device and usage for hoisting I-beam and its combined modules

技术领域technical field

本发明涉及石油化工及海洋工程工字梁及其组合模块吊装技术领域,特别是一种装配式起吊装置及用法。The invention relates to the technical field of hoisting of petrochemical and marine engineering I-beams and their combined modules, in particular to an assembled hoisting device and its usage.

背景技术Background technique

在石油化工及海洋工程领域,工字梁及其组合模块由于构件自重较大,结构形式复杂,吊装的办法通常是依据组合模块重量重心分布及起重设备数量,在组合模块上布置相应数量的吊点,吊点的型式为:把吊耳及其对应的筋板焊在工字钢主梁结构的上翼缘板上,并在吊点相应位置增加腹板加强筋板。组合模块吊装完成后再将吊耳切除,打磨平整,然后喷漆做表面防腐防护。上述结构将吊耳直接焊在工字梁的上翼缘板上,使用一次即报废,既浪费材料又增加了吊点布设焊接的工作量。并且吊耳切除工作一般都是手工进行,切除工作容易破坏工字梁结构表面的完整性,还容易因大风、雨、阳光暴晒等气候因素影响作业进度,而且打磨平整后如不及时补漆或因气候原因造成不能进行涂装工作,会造成结构钢材反锈,需要重新进行除锈涂装工作,从而对施工工期造成不利影响。另外上述工作均需多次高空作业,容易受天气影响,给施工带来极大困难,给施工人员的安全造成隐患,既增加了作业工时和材料,又极易延误工期。为解决上述问题,使施工人员能通过快速简单的操作完成吊装作业,已成为业界亟需解决的一大研究课题。In the fields of petrochemical and marine engineering, the I-beams and their combined modules have large self-weight components and complex structures. The hoisting method is usually based on the distribution of the weight center of gravity of the combined modules and the number of hoisting equipment, and arrange a corresponding number of Lifting point, the type of lifting point is: Weld the lifting lug and its corresponding rib plate on the upper flange plate of the I-beam main beam structure, and add a web stiffener plate at the corresponding position of the lifting point. After the combined module is hoisted, the lifting lugs are cut off, polished flat, and then painted for surface anti-corrosion protection. In the above structure, the lifting lugs are directly welded on the upper flange plate of the I-beam, and they are discarded after one use, which not only wastes materials but also increases the workload of laying and welding the lifting points. In addition, the removal of the lifting lugs is generally carried out manually. The removal work can easily damage the integrity of the surface of the I-beam structure, and it is also easy to affect the progress of the work due to climatic factors such as strong wind, rain, and sunlight exposure. The inability to carry out the painting work due to the weather will cause the structural steel to rust, and the rust removal and painting work needs to be carried out again, which will adversely affect the construction period. In addition, the above-mentioned work requires multiple high-altitude operations, which are easily affected by the weather, which brings great difficulties to the construction and poses a hidden danger to the safety of the construction workers, which not only increases the working hours and materials, but also easily delays the construction period. In order to solve the above problems, it has become a major research topic that the industry needs to solve urgently, so that the construction personnel can complete the hoisting operation through quick and simple operations.

发明内容SUMMARY OF THE INVENTION

本发明为解决公知技术中存在的技术问题而提供一种能够使施工人员通过快速简单操作就能完成吊装作业的用于工字梁及其组合模块吊装的装配式起吊装置及用法。In order to solve the technical problems existing in the known technology, the present invention provides an assembled hoisting device for hoisting I-beams and their combined modules, which enables construction personnel to complete hoisting operations through quick and simple operations, and its usage.

本发明为解决公知技术中存在的技术问题所采取的一个技术方案是:一种用于工字梁及其组合模块吊装的装配式起吊装置,包括吊耳,该装置还包括一块上夹板、一块下夹板和两个侧支撑,所述上夹板横置在工字梁上翼缘板的上表面上,所述下夹板横担在工字梁下翼缘板的下表面上,两个所述侧支撑分别嵌装在工字梁腹板两侧的槽口内,所述侧支撑设有顶板和底板,且内侧面平齐,与工字梁腹板紧贴,所述顶板与所述上夹板通过螺栓Ⅰ连接,所述底板与所述下夹板通过螺栓Ⅱ连接;所述吊耳固接在所述上夹板上。A technical solution adopted by the present invention to solve the technical problems existing in the known technology is: an assembled hoisting device for hoisting I-beams and their combined modules, comprising lifting lugs, an upper splint, a The lower splint and two side supports, the upper splint is placed horizontally on the upper surface of the upper flange plate of the I-beam, the lower splint is cross-armed on the lower surface of the lower flange plate of the I-beam, and the two side supports They are respectively embedded in the slots on both sides of the web of the I-beam. The side supports are provided with a top plate and a bottom plate, and the inner side is flush and closely attached to the web of the I-beam. The top plate and the upper splint are connected by bolts. I connection, the bottom plate and the lower clamping plate are connected by bolts II; the lifting lug is fixed on the upper clamping plate.

在所述上夹板两侧的前后两端各自设有一个翼状勾挂板,所述翼状勾挂板,固接于所述上夹板的下方,横断面呈L形,与所述顶板钩接。A wing-shaped hooking plate is respectively provided at the front and rear ends of both sides of the upper splint, the wing-shaped hooking plate is fixedly connected to the lower part of the upper splint, the cross section is L-shaped, and is hooked to the top plate.

在所述侧支撑的外侧设有把手。A handle is provided on the outside of the side support.

所述侧支撑的主体采用方钢管结构。The main body of the side support adopts a square steel pipe structure.

本发明为解决公知技术中存在的技术问题所采取的另一个技术方案是:上述装配式起吊装置的使用方法,首先确定吊点个数和位置,然后采用以下步骤在每个吊点上安装一套起吊装置:Another technical solution adopted by the present invention to solve the technical problems existing in the known technology is: in the use method of the above-mentioned prefabricated hoisting device, first determine the number and position of the hoisting points, and then adopt the following steps to install a hoisting point on each hoisting point Set the lifting device:

1)将上夹板横置在工字梁上翼缘板的上表面上;1) Place the upper splint on the upper surface of the upper flange plate of the I-beam;

2)将侧支撑嵌装在工字梁腹板两侧的槽口内,侧支撑内侧紧贴工字梁腹板,顶板与上夹板螺孔对齐,采用螺栓Ⅰ连接;2) Embed the side supports in the grooves on both sides of the I-beam web, the inner side of the side supports is close to the I-beam web, the top plate is aligned with the screw holes of the upper splint, and bolts I are used to connect;

3)将下夹板横担在工字梁下翼缘板的下表面上,底板与下夹板螺孔对齐,采用螺栓Ⅱ连接;3) Place the lower splint on the lower surface of the lower flange plate of the I-beam, align the bottom plate with the screw holes of the lower splint, and use bolt II to connect;

4)在所有吊点位置都装上起吊装置后完成工字梁及其组合模块的吊装;4) Complete the hoisting of the I-beam and its combined modules after all hoisting points are installed with hoisting devices;

5)吊装完成后,拆除螺栓Ⅰ和螺栓Ⅱ即可完成起吊装置的拆除。5) After the hoisting is completed, remove the bolts I and II to complete the removal of the hoisting device.

本发明具有的优点和积极效果是:通过采用能够承受足够拉力的、四面包围的装配式起吊装置,能够稳定可靠地完成工字梁及其组合模块的吊装,避免因吊耳直接焊在工字梁上的后患,施工方便、安全,能够降低人工成本和材料成本,缩短工期。The advantages and positive effects of the present invention are: by adopting an assembled hoisting device that can withstand sufficient tensile force and is surrounded on all sides, the hoisting of the I-beam and its combined modules can be completed stably and reliably, avoiding the direct welding of the lifting lugs on the I-beam. The future troubles on the beam, the construction is convenient and safe, it can reduce the labor cost and material cost, and shorten the construction period.

附图说明Description of drawings

图1为装配式起吊装置的立面示意图;Fig. 1 is the elevation schematic diagram of the prefabricated hoisting device;

图2为装配式起吊装置的拆解示意图;Fig. 2 is the dismantling schematic diagram of the assembled lifting device;

图3为组装式起吊装置剖面示意图;Figure 3 is a schematic cross-sectional view of an assembled lifting device;

图4为图3的侧视图;Fig. 4 is the side view of Fig. 3;

图5为进一步改进后的组装式起吊装置结构示意图。FIG. 5 is a schematic structural diagram of a further improved assembled hoisting device.

图中:1、工字梁;2、上夹板;3、下夹板;4、侧支撑;41、顶板;42、底板;5、吊耳;6、把手;7、翼状勾挂板。In the figure: 1. I-beam; 2. Upper splint; 3. Lower splint; 4. Side support; 41, top plate; 42, bottom plate;

具体实施方式Detailed ways

为能进一步了解本发明的发明内容、特点及功效,兹例举以下实施例,并配合附图详细说明如下:In order to further understand the content of the invention, features and effects of the present invention, the following embodiments are exemplified and described in detail with the accompanying drawings as follows:

请参阅图1~图4,一种用于工字梁及其组合模块吊装的装配式起吊装置,包括吊耳5,该装置还包括一块上夹板2、一块下夹板3和两个侧支撑4,所述上夹板2横置在工字梁上翼缘板的上表面上,所述下夹板3横担在工字梁1下翼缘板的下表面上,两个所述侧支撑4分别嵌装在工字梁1腹板两侧的槽口内,所述侧支撑4设有顶板41和底板42,且内侧面平齐,与工字梁1腹板紧贴,所述顶板41与所述上夹板2通过螺栓Ⅰ连接,所述底板42与所述下夹板3通过螺栓Ⅱ连接;所述吊耳5固接在所述上夹板2上。Please refer to FIGS. 1 to 4 , an assembled hoisting device for hoisting I-beams and their combined modules, including lifting lugs 5 , the device also includes an upper splint 2 , a lower splint 3 and two side supports 4 , the upper splint 2 is placed horizontally on the upper surface of the upper flange plate of the I-beam, the lower splint 3 is cross-armed on the lower surface of the lower flange plate of the I-beam 1, and the two side supports 4 are embedded respectively In the notches on both sides of the web of the I-beam 1, the side support 4 is provided with a top plate 41 and a bottom plate 42, and the inner side surfaces are flush with the web of the I-beam 1, the top plate 41 and the upper The clamping plate 2 is connected by bolts I, the bottom plate 42 and the lower clamping plate 3 are connected by bolts II; the lifting lugs 5 are fixed on the upper clamping plate 2 .

请参见图5,图5示出的是上述起吊装置的改进结构,在所述上夹板2两侧的前后两端各自设有一个翼状勾挂板7,所述翼状勾挂板7固接于所述上夹板2的下方,为下沉式,横断面呈L形,与所述顶板钩接,能够加强起吊装置的吊挂能力。Please refer to FIG. 5 . FIG. 5 shows the improved structure of the above lifting device. A wing-shaped hooking plate 7 is respectively provided at the front and rear ends of both sides of the upper clamp plate 2 , and the wing-shaped hooking plate 7 is fixed on the The lower part of the upper splint 2 is of a sinking type, with an L-shaped cross section, and is hooked to the top plate, which can enhance the hoisting ability of the hoisting device.

在本实施例中,在所述侧支撑4的外侧设有把手6,便于起吊装置的拆卸和安装。在本实施例中,所述侧支撑4的主体采用方钢管结构,方钢管结构可以采用型材制成,也可以采用钢板组合焊接制成。采用方钢管结构便于侧支撑4与工字梁1的腹板贴合。In this embodiment, a handle 6 is provided on the outer side of the side support 4 to facilitate the disassembly and installation of the hoisting device. In this embodiment, the main body of the side support 4 adopts a square steel pipe structure, and the square steel pipe structure can be made of profiles or welded steel plates. The square steel tube structure is adopted to facilitate the side support 4 to fit with the web of the I-beam 1 .

上述装配式起吊装置的使用方法:How to use the above assembled lifting device:

首先确定吊点个数和位置,然后采用以下步骤在每个吊点上安装一套起吊装置:First determine the number and location of lifting points, and then install a set of lifting devices on each lifting point using the following steps:

1)将上夹板2横置在工字梁1上翼缘板的上表面上。1) Lay the upper splint 2 horizontally on the upper surface of the upper flange plate of the I-beam 1.

2)将侧支撑4嵌装在工字梁腹板两侧的槽口内,侧支撑4内侧紧贴工字梁腹板,顶板41与上夹板4螺孔对齐,采用螺栓Ⅰ连接。2) Embed the side supports 4 in the notches on both sides of the web of the I-beam, the inner side of the side supports 4 is close to the web of the I-beam, the top plate 41 is aligned with the screw holes of the upper splint 4, and bolts I are used to connect.

3)将下夹板3横担在工字梁下翼缘板的下表面上,底板42与下夹板3螺孔对齐,采用螺栓Ⅱ连接;3) the lower splint 3 is cross-armed on the lower surface of the lower flange plate of the I-beam, the bottom plate 42 is aligned with the screw holes of the lower splint 3, and bolts II are used to connect;

4)在所有吊点位置都装上起吊装置后完成工字梁及其组合模块的吊装;4) Complete the hoisting of the I-beam and its combined modules after all hoisting points are installed with hoisting devices;

5)吊装完成后,拆除螺栓Ⅰ和螺栓Ⅱ即可完成起吊装置的拆除。5) After the hoisting is completed, remove the bolts I and II to complete the removal of the hoisting device.

尽管上面结合附图对本发明的优选实施例进行了描述,但是本发明并不局限于上述的具体实施方式,上述的具体实施方式仅仅是示意性的,并不是限制性的,本领域的普通技术人员在本发明的启示下,在不脱离本发明宗旨和权利要求所保护的范围的情况下,还可以做出很多形式,这些均属于本发明的保护范围之内。Although the preferred embodiments of the present invention have been described above with reference to the accompanying drawings, the present invention is not limited to the above-mentioned specific embodiments. Under the inspiration of the present invention, personnel can also make many forms without departing from the scope of the present invention and the protection scope of the claims, which all belong to the protection scope of the present invention.

Claims (5)

1.一种用于工字梁及其组合模块吊装的装配式起吊装置,包括吊耳,其特征在于,该装置还包括一块上夹板、一块下夹板和两个侧支撑,所述上夹板横置在工字梁上翼缘板的上表面上,所述下夹板横担在工字梁下翼缘板的下表面上,两个所述侧支撑分别嵌装在工字梁腹板两侧的槽口内,所述侧支撑设有顶板和底板,且内侧面平齐,与工字梁腹板紧贴,所述顶板与所述上夹板通过螺栓Ⅰ连接,所述底板与所述下夹板通过螺栓Ⅱ连接;所述吊耳固接在所述上夹板上。1. an assembled hoisting device for the hoisting of I-beam and its combined module, comprising lifting lugs, is characterized in that, this device also comprises an upper splint, a lower splint and two side supports, and the upper splint is horizontally supported. It is placed on the upper surface of the upper flange plate of the I-beam, the lower splint is cross-armed on the lower surface of the lower flange plate of the I-beam, and the two side supports are respectively embedded in the grooves on both sides of the I-beam web. In the mouth, the side support is provided with a top plate and a bottom plate, and the inner side is flush with the I-beam web, the top plate and the upper clamping plate are connected by bolts I, and the bottom plate and the lower clamping plate are connected by bolts. II connection; the lifting lug is fixed on the upper splint. 2.根据权利要求1所述的用于工字梁及其组合模块吊装的装配式起吊装置,其特征在于,在所述上夹板两侧的前后两端各自设有一个翼状勾挂板,所述翼状勾挂板,固接于所述上夹板的下方,横断面呈L形,与所述顶板钩接。2. The prefabricated hoisting device for hoisting I-beams and their combined modules according to claim 1, characterized in that, a wing-shaped hooking plate is respectively provided on the front and rear ends of both sides of the upper splint, so The wing-shaped hooking plate is fixedly connected to the lower part of the upper clamping plate, the cross section is L-shaped, and is hooked to the top plate. 3.根据权利要求1或2所述的用于工字梁及其组合模块吊装的装配式起吊装置,其特征在于,在所述侧支撑的外侧设有把手。3. The assembled hoisting device for hoisting I-beams and their combined modules according to claim 1 or 2, characterized in that a handle is provided on the outer side of the side support. 4.根据权利要求1所述的用于工字梁及其组合模块吊装的装配式起吊装置,其特征在于,所述侧支撑的主体采用方钢管结构。4. The assembled hoisting device for hoisting I-beams and their combined modules according to claim 1, wherein the main body of the side support adopts a square steel pipe structure. 5.一种如权利要求1所述装配式起吊装置的使用方法,其特征在于,首先确定吊点个数和位置,然后采用以下步骤在每个吊点上安装一套起吊装置:5. a use method of the assembled lifting device as claimed in claim 1, is characterized in that, first determine the number and position of lifting points, then adopt the following steps to install a set of lifting devices on each lifting point: 1)将上夹板横置在工字梁上翼缘板的上表面上;1) Place the upper splint on the upper surface of the upper flange plate of the I-beam; 2)将侧支撑嵌装在工字梁腹板两侧的槽口内,侧支撑内侧紧贴工字梁腹板,顶板与上夹板螺孔对齐,采用螺栓Ⅰ连接;2) Embed the side supports in the grooves on both sides of the I-beam web, the inner side of the side supports is close to the I-beam web, the top plate is aligned with the screw holes of the upper splint, and bolts I are used to connect; 3)将下夹板横担在工字梁下翼缘板的下表面上,底板与下夹板螺孔对齐,采用螺栓Ⅱ连接;3) Place the lower splint on the lower surface of the lower flange plate of the I-beam, align the bottom plate with the screw holes of the lower splint, and use bolt II to connect; 4)在所有吊点位置都装上起吊装置后完成工字梁及其组合模块的吊装;4) Complete the hoisting of the I-beam and its combined modules after all hoisting points are installed with hoisting devices; 5)吊装完成后,拆除螺栓Ⅰ和螺栓Ⅱ即可完成起吊装置的拆除。5) After the hoisting is completed, remove the bolts I and II to complete the removal of the hoisting device.
CN202010744151.3A 2020-07-29 2020-07-29 Prefabricated hoisting device and usage for hoisting I-beam and its combined modules Pending CN111776937A (en)

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CN116142410A (en) * 2022-11-29 2023-05-23 沪东中华造船(集团)有限公司 Straight middle group anti-torsion hoisting method
CN117091869A (en) * 2023-10-20 2023-11-21 安徽省交通规划设计研究总院股份有限公司 Assembled anti-instability test loading device for I-beam

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CN110329906A (en) * 2019-07-22 2019-10-15 中铁大桥局集团有限公司 A kind of easy device solving lifting center of gravity deviation
CN212609071U (en) * 2020-07-29 2021-02-26 天津天大滨海船舶与海洋工程研究院有限公司 Assembled hoisting device for hoisting I-beam and combined module thereof

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KR20160033928A (en) * 2014-09-19 2016-03-29 한전케이피에스 주식회사 Lug assembly for heavy weight lifting work
CN106315393A (en) * 2016-11-08 2017-01-11 中国能源建设集团天津电力建设有限公司 Flexible lifting lug capable of being rapidly assembled and disassembled and applicable to H-shaped steel
CN108706438A (en) * 2018-08-14 2018-10-26 中交二公局第二工程有限公司 A kind of large size I-shape construction construction suspender
CN110329906A (en) * 2019-07-22 2019-10-15 中铁大桥局集团有限公司 A kind of easy device solving lifting center of gravity deviation
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CN116142410A (en) * 2022-11-29 2023-05-23 沪东中华造船(集团)有限公司 Straight middle group anti-torsion hoisting method
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