CN118811653A - A node pipe hoisting framework - Google Patents
A node pipe hoisting framework Download PDFInfo
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- CN118811653A CN118811653A CN202411030041.5A CN202411030041A CN118811653A CN 118811653 A CN118811653 A CN 118811653A CN 202411030041 A CN202411030041 A CN 202411030041A CN 118811653 A CN118811653 A CN 118811653A
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- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 239000002131 composite material Substances 0.000 claims description 14
- 238000005253 cladding Methods 0.000 claims description 7
- 238000009434 installation Methods 0.000 abstract description 12
- 238000010276 construction Methods 0.000 abstract description 9
- 238000010586 diagram Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 101001121408 Homo sapiens L-amino-acid oxidase Proteins 0.000 description 1
- 102100026388 L-amino-acid oxidase Human genes 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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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
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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
- B66C1/62—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 comprising article-engaging members of a shape complementary to that of the articles to be handled
- B66C1/66—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 comprising article-engaging members of a shape complementary to that of the articles to be handled for engaging holes, recesses, or abutments on articles specially provided for facilitating handling thereof
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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
- B66C13/00—Other constructional features or details
- B66C13/04—Auxiliary devices for controlling movements of suspended loads, or preventing cable slack
- B66C13/08—Auxiliary devices for controlling movements of suspended loads, or preventing cable slack for depositing loads in desired attitudes or positions
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
本发明公开了一种节点管吊装框架,该节点管吊装框架包括上横梁和下横梁,下横梁和上横梁之间连接有连接梁,下横梁通过吊装销轴与节点管设置的包板吊点连接,上横梁上设有吊点,吊点上连接有手拉葫芦,通过手拉葫芦改变节点管垂直度,下横梁上设有伸缩套筒,伸缩套筒内滑动设有底部支撑伸缩杆,底部支撑伸缩杆通过旋转手柄连接有包板,包板抵接在节点管的外壁上,以对节点管角度调整。本发明提供的节点管吊装框架操作简便,可以轻松实现对节点管的安装,并且可重复利用,在使用过程中提高了安全系数,降低了施工人员的劳动强度,同时还减少了临时支撑的施工成本及耗材成本,提高了工作效率。
The present invention discloses a node tube hoisting frame, which comprises an upper crossbeam and a lower crossbeam, a connecting beam is connected between the lower crossbeam and the upper crossbeam, the lower crossbeam is connected to a plate-wrapping hanging point set on the node tube through a hoisting pin, a hanging point is provided on the upper crossbeam, a hand chain hoist is connected to the hanging point, the verticality of the node tube is changed by the hand chain hoist, a telescopic sleeve is provided on the lower crossbeam, a bottom support telescopic rod is slidably provided in the telescopic sleeve, the bottom support telescopic rod is connected to a plate-wrapping plate through a rotating handle, and the plate-wrapping plate abuts against the outer wall of the node tube to adjust the angle of the node tube. The node tube hoisting frame provided by the present invention is easy to operate, can easily realize the installation of the node tube, and can be reused, improves the safety factor during use, reduces the labor intensity of construction personnel, and also reduces the construction cost and consumables cost of temporary support, thereby improving work efficiency.
Description
技术领域Technical Field
本发明属于海洋工程技术领域,尤其涉及一种节点管吊装框架。The invention belongs to the technical field of marine engineering, and in particular relates to a node pipe hoisting frame.
背景技术Background Art
目前,在大型钢结构行业,尤其在海洋石油工业中,海洋平台、自升式钻井平台、深水浮式平台等的建造项目越来越多,甲板片作为最基础的结构,其主要承重结构是大型组合梁、节点和成品梁组成。为了保证组合梁、节点和成品梁的承载能力,会在组合梁、节点和成品梁的承重点位置安装节点管,用于加强此处结构。At present, in the large-scale steel structure industry, especially in the offshore oil industry, there are more and more construction projects of offshore platforms, jack-up drilling platforms, deep-water floating platforms, etc. The deck plate is the most basic structure, and its main load-bearing structure is composed of large composite beams, nodes and finished beams. In order to ensure the bearing capacity of composite beams, nodes and finished beams, node pipes will be installed at the bearing points of composite beams, nodes and finished beams to strengthen the structure here.
但是节点管在安装时由于形状不规则(有半圆和1/4圆),同时还需要将节点管放到组合梁、节点和成品管里面,目前都是采用将节点管从一侧放入,然后利用临时工装一点点的向安装加强位置移动,此方法不仅浪费工时,还需要点焊很多临时工装,使得节点管安装效率低下。However, due to the irregular shape of the node tube (semicircle and 1/4 circle) during installation, the node tube needs to be placed inside the composite beam, node and finished tube. Currently, the node tube is placed from one side and then moved to the installation reinforcement position little by little using temporary tooling. This method not only wastes working hours, but also requires spot welding of many temporary tooling, making the node tube installation inefficient.
因此,亟需设计一种节点管吊装框架,解决以上提到的安装节点管的问题。Therefore, it is urgent to design a node tube lifting frame to solve the above-mentioned problem of installing the node tube.
发明内容Summary of the invention
为解决背景技术中提及的节点管从一侧放入,利用临时工装一点点的向安装加强位置移动,浪费工时,还需要点焊很多临时工装,使得节点管安装效率低下的技术问题,提供一种节点管吊装框架,以解决安装节点管的问题。In order to solve the technical problem mentioned in the background technology that the node tube is inserted from one side and moved to the installation reinforcement position little by little using temporary tooling, which wastes working time and requires spot welding of a lot of temporary tooling, resulting in low node tube installation efficiency, a node tube lifting frame is provided to solve the problem of installing node tubes.
为实现上述目的,本发明的节点管吊装框架的具体技术方案如下:To achieve the above purpose, the specific technical solution of the node pipe hanging frame of the present invention is as follows:
一种节点管吊装框架,包括上横梁和下横梁,下横梁和上横梁之间连接有连接梁,下横梁通过吊装销轴与节点管设置的包板吊点连接,上横梁上设有吊点,吊点上连接有手拉葫芦,通过手拉葫芦改变节点管垂直度,下横梁上设有伸缩套筒,伸缩套筒内滑动设有底部支撑伸缩杆,底部支撑伸缩杆通过旋转手柄连接有包板,包板抵接在节点管的外壁上,以对节点管角度调整。A node pipe lifting frame comprises an upper crossbeam and a lower crossbeam, a connecting beam is connected between the lower crossbeam and the upper crossbeam, the lower crossbeam is connected to the plate-wrapping lifting point arranged on the node pipe through a lifting pin, a lifting point is arranged on the upper crossbeam, a hand winch is connected to the lifting point, the verticality of the node pipe is changed by the hand winch, a telescopic sleeve is arranged on the lower crossbeam, a bottom supporting telescopic rod is slidingly arranged in the telescopic sleeve, the bottom supporting telescopic rod is connected to the plate-wrapping through a rotating handle, the plate-wrapping is abutted against the outer wall of the node pipe to adjust the angle of the node pipe.
进一步,吊点包括第一吊点和第二吊点,第一吊点上连接有固定索具,第二吊点上连接有手拉葫芦,调节手拉葫芦的长短,以改变节点管垂直度。Furthermore, the lifting point includes a first lifting point and a second lifting point, the first lifting point is connected with a fixed rigging, the second lifting point is connected with a hand chain hoist, and the length of the hand chain hoist is adjusted to change the verticality of the node pipe.
进一步,节点管一端外壁连接有包板吊点,下横梁一端设有横梁吊点,吊装销轴依次穿过横梁吊点和包板吊点,以使下横梁与节点管连接。Furthermore, the outer wall of one end of the node tube is connected to a cladding plate hanging point, and one end of the lower beam is provided with a beam hanging point, and the hanging pin passes through the beam hanging point and the cladding plate hanging point in sequence to connect the lower beam to the node tube.
进一步,下横梁一端垂直连接有连接梁,连接梁远离下横梁一端垂直连接在上横梁上,以使上横梁、连接梁和下横梁依次连接呈C字型。Furthermore, one end of the lower cross beam is vertically connected to a connecting beam, and one end of the connecting beam away from the lower cross beam is vertically connected to the upper cross beam, so that the upper cross beam, the connecting beam and the lower cross beam are connected in sequence to form a C shape.
进一步,下横梁远离连接梁一端垂直连接有伸缩套筒,伸缩套筒内沿竖向滑动设有底部支撑伸缩杆,通过改变底部支撑伸缩杆伸出长度,以使包板抵接在节点管远离包板吊点一端。Furthermore, a telescopic sleeve is vertically connected to one end of the lower cross beam away from the connecting beam, and a bottom supporting telescopic rod is vertically slidable inside the telescopic sleeve. By changing the extension length of the bottom supporting telescopic rod, the cladding plate can be abutted against the end of the node pipe away from the cladding plate hanging point.
进一步,底部支撑伸缩杆伸出一端螺接有旋转手柄,旋转手柄插入底部支撑伸缩杆一端固定连接在包板上。Furthermore, one end of the bottom supporting telescopic rod is threaded with a rotating handle, and the rotating handle is inserted into one end of the bottom supporting telescopic rod and fixedly connected to the package plate.
进一步,伸缩套筒和底部支撑伸缩杆上均设有多个螺栓孔,螺栓依次螺接在伸缩套筒和底部支撑伸缩杆的螺栓孔上,以对底部支撑伸缩杆限位。Furthermore, a plurality of bolt holes are provided on the telescopic sleeve and the bottom supporting telescopic rod, and the bolts are screwed in sequence on the bolt holes of the telescopic sleeve and the bottom supporting telescopic rod to limit the bottom supporting telescopic rod.
进一步,上横梁与连接梁之间连接有第一加强筋板,连接梁与下横梁之间连接有第二加强筋板,下横梁与伸缩套筒之间连接有第三加强筋板。Furthermore, a first reinforcing rib plate is connected between the upper cross beam and the connecting beam, a second reinforcing rib plate is connected between the connecting beam and the lower cross beam, and a third reinforcing rib plate is connected between the lower cross beam and the telescopic sleeve.
进一步,第一吊点和第二吊点间隔焊接在上横梁上。Furthermore, the first hanging point and the second hanging point are welded on the upper cross beam at intervals.
进一步,上横梁、连接梁和下横梁依次连接形成C字型凹槽,通过C字型凹槽卡接在组合梁的上翼缘上。Furthermore, the upper cross beam, the connecting beam and the lower cross beam are sequentially connected to form a C-shaped groove, and are clamped on the upper flange of the composite beam through the C-shaped groove.
本发明的节点管吊装框架具有以下优点:The node pipe hoisting framework of the present invention has the following advantages:
通过上横梁、连接梁和下横梁使吊装框架整体卡接在组合梁的上翼缘上,并通过上横梁的吊点连接手拉葫芦,来改变节点管整体在竖直方向上的角度,并通过旋转手柄,使与旋转手柄连接的包板对节点管进行微调,使节点管吊装至安装位置。本申请操作简便,可以轻松实现对节点管的安装,并且可重复利用,在使用过程中提高了安全系数,降低了施工人员的劳动强度,同时还减少了临时支撑的施工成本及耗材成本,提高了工作效率。The hoisting frame is clamped on the upper flange of the composite beam through the upper crossbeam, the connecting beam and the lower crossbeam, and the hand chain hoist is connected through the lifting point of the upper crossbeam to change the vertical angle of the node tube as a whole, and the node tube is fine-tuned by rotating the handle to make the package plate connected to the rotating handle so that the node tube is hoisted to the installation position. The application is easy to operate, can easily realize the installation of the node tube, and can be reused. During use, the safety factor is improved, the labor intensity of construction personnel is reduced, and the construction cost and consumables cost of temporary support are reduced, thereby improving work efficiency.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1为本发明节点管吊装框架的整体结构示意图;FIG1 is a schematic diagram of the overall structure of a node pipe hoisting frame of the present invention;
图2为本发明节点管吊装框架的节点管安装位置示意图。FIG. 2 is a schematic diagram of the node tube installation position of the node tube hoisting frame of the present invention.
图中标记说明:Description of the markings in the figure:
1、上横梁;2、连接梁;3、下横梁;4、第一吊点;5、第二吊点;6、伸缩套筒;7、螺栓孔;8、旋转手柄;9、底部支撑伸缩杆;10、包板;11、节点管;12、吊装销轴;13、包板吊点;14、横梁吊点;15、第一加强筋板;16、第二加强筋板;17、第三加强筋板;18、上翼缘。1. Upper crossbeam; 2. Connecting beam; 3. Lower crossbeam; 4. First lifting point; 5. Second lifting point; 6. Telescopic sleeve; 7. Bolt hole; 8. Rotating handle; 9. Bottom support telescopic rod; 10. Cover plate; 11. Node pipe; 12. Lifting pin; 13. Cover plate lifting point; 14. Crossbeam lifting point; 15. First reinforcing rib plate; 16. Second reinforcing rib plate; 17. Third reinforcing rib plate; 18. Upper flange.
具体实施方式DETAILED DESCRIPTION
为使本发明实施例的目的、技术方案和优点更加清楚,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,本领域技术人员在没有作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。In order to make the purpose, technical solution and advantages of the embodiments of the present invention clearer, the technical solution in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative work are within the scope of protection of the present invention.
本领域的技术人员能够理解,尽管在此的一些实施例包括其它实施例中所包括的某些特征而不是其它特征,但是不同实施例的特征的组合意味着处于本发明的范围之内并且形成不同的实施例。例如,在权利要求书中,所要求保护的实施例的任意之一都可以以任意的组合方式来使用。Those skilled in the art will appreciate that, although some embodiments herein include certain features included in other embodiments but not other features, the combination of features of different embodiments is meant to be within the scope of the present invention and form different embodiments. For example, in the claims, any one of the claimed embodiments may be used in any combination.
下面参照附图1至附图2描述本发明的节点管吊装框架。The node pipe hanging frame of the present invention will be described below with reference to FIGS. 1 to 2 .
如图1所示,本发明中的节点管吊装框架包括上横梁1和下横梁3,下横梁3和上横梁1之间连接有连接梁2,下横梁3通过吊装销轴12与节点管11设置的包板吊点13连接,上横梁1上设有吊点,吊点上连接有手拉葫芦,通过手拉葫芦改变节点管11垂直度,下横梁3上设有伸缩套筒6,伸缩套筒6内滑动设有底部支撑伸缩杆9,底部支撑伸缩杆9通过旋转手柄8连接有包板10,包板10抵接在节点管11的外壁上,以对节点管11角度调整。As shown in Figure 1, the node pipe lifting frame in the present invention includes an upper crossbeam 1 and a lower crossbeam 3, a connecting beam 2 is connected between the lower crossbeam 3 and the upper crossbeam 1, the lower crossbeam 3 is connected to the plate-wrapping lifting point 13 set on the node pipe 11 through a lifting pin 12, a lifting point is provided on the upper crossbeam 1, and a hand winch is connected to the lifting point, and the verticality of the node pipe 11 is changed by the hand winch, a telescopic sleeve 6 is provided on the lower crossbeam 3, a bottom supporting telescopic rod 9 is slidably provided in the telescopic sleeve 6, and the bottom supporting telescopic rod 9 is connected to the plate-wrapping 10 through a rotating handle 8, and the plate-wrapping 10 abuts against the outer wall of the node pipe 11 to adjust the angle of the node pipe 11.
本发明的节点管吊装框架通过上横梁1、连接梁2和下横梁3使吊装框架整体卡接在组合梁的上翼缘18上,并通过上横梁1的吊点连接手拉葫芦,来改变节点管11整体在竖直方向上的角度,并通过旋转手柄8,使与旋转手柄8连接的包板10对节点管11进行微调,使节点管11吊装至安装位置。本申请操作简便,可以轻松实现对节点管11的安装,并且可重复利用,在使用过程中提高了安全系数,降低了施工人员的劳动强度,同时还减少了临时支撑的施工成本及耗材成本,提高了工作效率。The node tube hoisting frame of the present invention is connected to the upper flange 18 of the composite beam as a whole through the upper crossbeam 1, the connecting beam 2 and the lower crossbeam 3, and the hand chain hoist is connected through the hanging point of the upper crossbeam 1 to change the vertical angle of the node tube 11 as a whole, and the node tube 11 is fine-tuned by the wrapping plate 10 connected to the rotating handle 8 by rotating the handle 8, so that the node tube 11 is hoisted to the installation position. The present application is easy to operate, and the node tube 11 can be easily installed, and it can be reused, which improves the safety factor during use, reduces the labor intensity of construction personnel, and also reduces the construction cost and consumables cost of temporary support, thereby improving work efficiency.
进一步,如图1所示,吊点包括第一吊点4和第二吊点5,第一吊点4上连接有固定索具,第二吊点5上连接有手拉葫芦,调节手拉葫芦的长短,以改变节点管11垂直度;节点管11一端外壁连接有包板吊点13,下横梁3一端设有横梁吊点14,吊装销轴12依次穿过横梁吊点14和包板吊点13,以使下横梁3与节点管11连接;下横梁3一端垂直连接有连接梁2,连接梁2远离下横梁3一端垂直连接在上横梁1上,以使上横梁1、连接梁2和下横梁3依次连接呈C字型。Further, as shown in Figure 1, the lifting point includes a first lifting point 4 and a second lifting point 5. The first lifting point 4 is connected to a fixed rigging, and the second lifting point 5 is connected to a hand winch. The length of the hand winch is adjusted to change the verticality of the node tube 11; the outer wall of one end of the node tube 11 is connected to a plate wrapping lifting point 13, and one end of the lower beam 3 is provided with a beam lifting point 14. The lifting pin 12 passes through the beam lifting point 14 and the plate wrapping lifting point 13 in sequence to connect the lower beam 3 with the node tube 11; one end of the lower beam 3 is vertically connected to a connecting beam 2, and the end of the connecting beam 2 away from the lower beam 3 is vertically connected to the upper beam 1, so that the upper beam 1, the connecting beam 2 and the lower beam 3 are connected in sequence to form a C shape.
本实施例中,优选的,第一吊点4和第二吊点5均为6.5t吊点,第一吊点4上连接有固定索具,第二吊点5上连接手拉葫芦,通过调节上部手拉葫芦的长短来控制节点管11垂直度的变化。In this embodiment, preferably, the first lifting point 4 and the second lifting point 5 are both 6.5t lifting points, the first lifting point 4 is connected with a fixed rigging, and the second lifting point 5 is connected with a hand winch, and the change of the verticality of the node pipe 11 is controlled by adjusting the length of the upper hand winch.
优选的,节点管11包括半圆管及1/4圆管,节点管11一端外壁垂直焊接有包板吊点13,下横梁3一端间隔焊接有横梁吊点14,通过吊装销轴12依次穿过横梁吊点14和包板吊点13,使节点管11转动连接在下横梁3上。Preferably, the node tube 11 includes a semicircular tube and a 1/4 circular tube, a plate-wrapping hanging point 13 is vertically welded to the outer wall at one end of the node tube 11, and a beam hanging point 14 is welded at intervals at one end of the lower beam 3. The node tube 11 is rotatably connected to the lower beam 3 by passing the beam hanging point 14 and the plate-wrapping hanging point 13 in sequence through the hanging pin 12.
下横梁3远离节点管11一端垂直焊接有连接梁2,连接梁2远离下横梁3一端垂直焊接在上横梁1上,以使上横梁1、连接梁2和下横梁3依次连接呈C字型,通过C字型凹槽卡接在组合梁的上翼缘18上,进而实现节点管11的吊装。优选的,上横梁1、连接梁2和下横梁3形成的C字型凹槽适应组合梁的上翼缘18宽度,达到紧密卡接的目的。The end of the lower cross beam 3 away from the node tube 11 is vertically welded with a connecting beam 2, and the end of the connecting beam 2 away from the lower cross beam 3 is vertically welded to the upper cross beam 1, so that the upper cross beam 1, the connecting beam 2 and the lower cross beam 3 are sequentially connected in a C-shape, and are clamped on the upper flange 18 of the composite beam through the C-shaped groove, thereby realizing the lifting of the node tube 11. Preferably, the C-shaped groove formed by the upper cross beam 1, the connecting beam 2 and the lower cross beam 3 adapts to the width of the upper flange 18 of the composite beam to achieve the purpose of tight clamping.
进一步,如图1所示,下横梁3远离连接梁2一端垂直连接有伸缩套筒6,伸缩套筒6内沿竖向滑动设有底部支撑伸缩杆9,通过改变底部支撑伸缩杆9伸出长度,以使包板10抵接在节点管11远离包板吊点13一端;底部支撑伸缩杆9伸出一端螺接有旋转手柄8,旋转手柄8插入底部支撑伸缩杆9一端固定连接在包板10上;伸缩套筒6和底部支撑伸缩杆9上均设有多个螺栓孔7,螺栓依次螺接在伸缩套筒6和底部支撑伸缩杆9的螺栓孔7上,以对底部支撑伸缩杆9限位。Further, as shown in Figure 1, the lower cross beam 3 is vertically connected to the end away from the connecting beam 2 with a telescopic sleeve 6, and a bottom support telescopic rod 9 is vertically slidably provided in the telescopic sleeve 6. By changing the extension length of the bottom support telescopic rod 9, the package board 10 can be abutted against the end of the node tube 11 away from the package board hanging point 13; the extended end of the bottom support telescopic rod 9 is screwed with a rotating handle 8, and the rotating handle 8 is inserted into one end of the bottom support telescopic rod 9 and fixedly connected to the package board 10; a plurality of bolt holes 7 are provided on the telescopic sleeve 6 and the bottom support telescopic rod 9, and the bolts are screwed on the bolt holes 7 of the telescopic sleeve 6 and the bottom support telescopic rod 9 in sequence to limit the bottom support telescopic rod 9.
本实施例中,下横梁3远离连接梁2一端垂直焊接有伸缩套筒6,沿伸缩套筒6长度方向滑动设有底部支撑伸缩杆9,以适应不同高度的节点管11,通过改变底部支撑伸缩杆9伸出长度,使包板10抵接在节点管11远离包板吊点13一端。优选的,包板10为圆弧板,与节点管11外壁形状匹配,用来保护节点管11,防止发生变形。In this embodiment, a telescopic sleeve 6 is vertically welded to one end of the lower cross beam 3 away from the connecting beam 2, and a bottom support telescopic rod 9 is slidably provided along the length direction of the telescopic sleeve 6 to adapt to node tubes 11 of different heights. By changing the extension length of the bottom support telescopic rod 9, the wrapping plate 10 is abutted against the end of the node tube 11 away from the wrapping plate hanging point 13. Preferably, the wrapping plate 10 is an arc plate, which matches the shape of the outer wall of the node tube 11, and is used to protect the node tube 11 and prevent deformation.
底部支撑伸缩杆9伸出一端螺接有旋转手柄8,优选的,底部支撑伸缩杆9上螺接有伸缩螺栓,伸缩螺栓上安装旋转手柄8,通过旋转手柄8调节伸缩螺栓的伸出长度,达到调整节点管11的角度的目的。One end of the bottom supporting telescopic rod 9 is screwed with a rotating handle 8. Preferably, a telescopic bolt is screwed on the bottom supporting telescopic rod 9, and the rotating handle 8 is installed on the telescopic bolt. The extending length of the telescopic bolt is adjusted by rotating the handle 8 to achieve the purpose of adjusting the angle of the node tube 11.
优选的,伸缩套筒6和底部支撑伸缩杆9上对应开设有多个螺栓孔7,螺栓穿过伸缩套筒6的螺栓孔9后穿过底部支撑伸缩杆9的螺栓孔7,最后由伸缩套筒6的螺栓孔9穿出,进而控制底部支撑伸缩杆9的伸出长度。Preferably, a plurality of bolt holes 7 are correspondingly provided on the telescopic sleeve 6 and the bottom supporting telescopic rod 9. The bolts pass through the bolt holes 9 of the telescopic sleeve 6 and then through the bolt holes 7 of the bottom supporting telescopic rod 9, and finally pass out from the bolt holes 9 of the telescopic sleeve 6, thereby controlling the extension length of the bottom supporting telescopic rod 9.
进一步,如图1和图2所示,上横梁1与连接梁2之间连接有第一加强筋板15,连接梁2与下横梁3之间连接有第二加强筋板16,下横梁3与伸缩套筒6之间连接有第三加强筋板17;第一吊点4和第二吊点5间隔焊接在上横梁1上;上横梁1、连接梁2和下横梁3依次连接形成C字型凹槽,通过C字型凹槽卡接在组合梁的上翼缘18上。Further, as shown in Figures 1 and 2, a first reinforcing rib plate 15 is connected between the upper crossbeam 1 and the connecting beam 2, a second reinforcing rib plate 16 is connected between the connecting beam 2 and the lower crossbeam 3, and a third reinforcing rib plate 17 is connected between the lower crossbeam 3 and the telescopic sleeve 6; the first hanging point 4 and the second hanging point 5 are welded at intervals on the upper crossbeam 1; the upper crossbeam 1, the connecting beam 2 and the lower crossbeam 3 are connected in sequence to form a C-shaped groove, which is clamped on the upper flange 18 of the composite beam through the C-shaped groove.
本实施例中,优选的,上横梁1与连接梁2之间垂直焊接有第一加强筋板15,连接梁2与下横梁3之间垂直焊接有第二加强筋板16,下横梁3与伸缩套筒6之间垂直焊接有第三加强筋板17,使整体连接结构更加稳定。In this embodiment, preferably, a first reinforcing rib plate 15 is vertically welded between the upper cross beam 1 and the connecting beam 2, a second reinforcing rib plate 16 is vertically welded between the connecting beam 2 and the lower cross beam 3, and a third reinforcing rib plate 17 is vertically welded between the lower cross beam 3 and the telescopic sleeve 6, so that the overall connection structure is more stable.
优选的,第一吊点4和第二吊点6间隔且垂直焊接在上横梁1的两端,上横梁1、连接梁2和下横梁3依次连接形成C字型凹槽,通过C字型凹槽紧密卡接在组合梁的上翼缘18上,进而实现节点管11的吊装工作。Preferably, the first hanging point 4 and the second hanging point 6 are spaced apart and vertically welded at the two ends of the upper crossbeam 1, and the upper crossbeam 1, the connecting beam 2 and the lower crossbeam 3 are sequentially connected to form a C-shaped groove, which is tightly clamped on the upper flange 18 of the composite beam through the C-shaped groove, thereby realizing the lifting work of the node tube 11.
本申请节点管吊装框架的工作步骤如下:The working steps of the node pipe hoisting framework of this application are as follows:
首先,依次焊接上横梁1、连接梁2和下横梁3,使其形成C字型凹槽,上横梁1上连接的第一吊点4连接固定索具,第二吊点5连接手拉葫芦,调节手拉葫芦的长短来控制节点管11垂直度的变化;First, the upper crossbeam 1, the connecting beam 2 and the lower crossbeam 3 are welded in sequence to form a C-shaped groove. The first hanging point 4 connected to the upper crossbeam 1 is connected to the fixed rigging, and the second hanging point 5 is connected to the hand chain hoist. The length of the hand chain hoist is adjusted to control the change of the verticality of the node tube 11.
然后,在节点管11一端中心位置垂直焊接包板吊点13,通过吊装销轴12与下横梁3的横梁吊点14转动连接;Then, a plate cladding hanging point 13 is vertically welded at the center of one end of the node tube 11, and is rotatably connected to the beam hanging point 14 of the lower beam 3 through the hanging pin 12;
然后,调节伸缩套筒6内底部支撑伸缩杆9的伸出长度,使包板10的位置高于节点管11端口20mm,通过转动旋转手柄8使包板10紧密抵接在节点管11外壁上,并对节点管11角度进行微调;Then, adjust the extension length of the telescopic rod 9 supporting the bottom of the telescopic sleeve 6 so that the position of the wrapping plate 10 is 20 mm higher than the port of the node tube 11, rotate the rotating handle 8 to make the wrapping plate 10 closely abut against the outer wall of the node tube 11, and fine-tune the angle of the node tube 11;
最后,利用C字型凹槽的宽度卡接在组合梁的上翼缘18上,利用C字型凹槽深度将节点管11放入到指定位置完成安装。Finally, the width of the C-shaped groove is used to clamp the joint on the upper flange 18 of the composite beam, and the depth of the C-shaped groove is used to put the node pipe 11 into the specified position to complete the installation.
基于节点管吊装框架通过上横梁1、连接梁2和下横梁3使吊装框架整体卡接在组合梁的上翼缘18上,并通过上横梁1的第一吊点4连接固定索具,第二吊点5连接手拉葫芦,来改变节点管11整体在竖直方向上的角度,并通过旋转手柄8,使与旋转手柄8连接的包板10对节点管11进行微调,使节点管11吊装至安装位置。本申请操作简便,可以轻松实现对节点管11的安装,并且可重复利用,在使用过程中提高了安全系数,降低了施工人员的劳动强度,同时还减少了临时支撑的施工成本及耗材成本,提高了工作效率。Based on the node tube hoisting frame, the hoisting frame is integrally connected to the upper flange 18 of the composite beam through the upper crossbeam 1, the connecting beam 2 and the lower crossbeam 3, and the first hoisting point 4 of the upper crossbeam 1 is connected to the fixed rigging, and the second hoisting point 5 is connected to the hand winch to change the overall vertical angle of the node tube 11, and the node tube 11 is fine-tuned by rotating the handle 8, so that the node tube 11 is hoisted to the installation position. The present application is easy to operate, and the node tube 11 can be easily installed, and it can be reused, which improves the safety factor during use, reduces the labor intensity of construction personnel, and also reduces the construction cost and consumables cost of temporary support, thereby improving work efficiency.
显然,本发明的上述实施例仅仅是为了清楚说明本发明所作的举例,而并非是对本发明的实施方式的限定。对于所属领域的普通技术人员来说,在上述说明的基础上还可以做出其它不同形式的变化或变动。这里无需也无法对所有的实施方式予以穷举。凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明权利要求的保护范围之内。Obviously, the above embodiments of the present invention are merely examples for clearly illustrating the present invention, and are not intended to limit the embodiments of the present invention. For those skilled in the art, other different forms of changes or modifications can be made based on the above description. It is not necessary and impossible to list all the embodiments here. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the claims of the present invention.
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