CN204434123U - Tower body in tower crane resistance to deformation - Google Patents
Tower body in tower crane resistance to deformation Download PDFInfo
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- CN204434123U CN204434123U CN201420861546.1U CN201420861546U CN204434123U CN 204434123 U CN204434123 U CN 204434123U CN 201420861546 U CN201420861546 U CN 201420861546U CN 204434123 U CN204434123 U CN 204434123U
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- 238000011900 installation process Methods 0.000 abstract description 3
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Abstract
本实用新型公开了一种塔式起重机抗变形内塔身,塔身主体(2),塔身主体(2)主要由主弦杆(21)和腹杆(22)组成,其特征在于,还包括安装在塔身主体(2)内的复数道斜撑杆(1);所述的斜撑杆(1)两端可拆卸的连接主弦杆(21);在内塔身吊装、运输状态下,斜撑杆(1)沿塔身主体(2)的长度方向均布,并安装在其矩形横截面的对角线上;在内塔身安装完成后,塔机使用的状态下,斜撑杆(1)悬挂于主弦杆(21)上。能够较好的提高安装过程中的安全性和便捷性,很大程度上提高了安装的成功率。
The utility model discloses an anti-deformation inner tower body of a tower crane, the main body of the tower body (2), the main body of the tower body (2) mainly consists of a main It includes a plurality of diagonal struts (1) installed in the main body of the tower (2); the two ends of the diagonal struts (1) are detachably connected to the main chord (21); the inner tower body is hoisted and transported Bottom, the diagonal struts (1) are evenly distributed along the length direction of the tower main body (2), and are installed on the diagonal of its rectangular cross-section; The strut (1) is suspended on the main chord (21). The safety and convenience in the installation process can be better improved, and the success rate of the installation is greatly improved.
Description
技术领域 technical field
本实用新型涉及一种塔式起重机抗变形内塔身,尤其适用于内顶升式的塔式起重机。 The utility model relates to an anti-deformation inner tower body of a tower crane, which is especially suitable for an inner jacking tower crane.
背景技术 Background technique
对于内顶升式的塔式起重机,通常需要一节较高的塔身结构来满足顶升行程。该内塔身主体主要由主弦与腹杆组成,焊接而成桁架结构,工作中起到支撑塔机上半部结构的作用。 For internal jacking tower cranes, a taller tower structure is usually required to meet the jacking stroke. The main body of the inner tower body is mainly composed of the main chord and the web, which are welded into a truss structure, which plays a role in supporting the upper half of the tower crane during work.
一般较高的塔身结构在运输、吊装过程中,对于较长的四边形桁架结构没有较好的防护措施,在吊装及运输过程中容易出现对角线变形,导致在安装过程中出现对接安装困难。 Generally, during the transportation and hoisting process of the taller tower structure, there are no good protective measures for the longer quadrilateral truss structure, and the diagonal deformation is prone to occur during the hoisting and transportation process, resulting in difficulties in docking installation during the installation process. .
目前,业内对补救这种变形的方法普遍为:在现场安装时多数利用手拉葫芦等辅助工具强行进行变形后的矫正,然后进行安装。然而,结构件出现变形后利用辅助工具强行矫正变形存在一定安全隐患,也耗费大量人力和时间。 At present, the method of remedying this deformation in the industry is generally as follows: most of them use auxiliary tools such as chain hoists to forcibly correct the deformation after on-site installation, and then install it. However, using auxiliary tools to forcibly correct the deformation after the deformation of the structural parts has certain safety hazards, and it also consumes a lot of manpower and time.
发明内容 Contents of the invention
为了解决上述问题,本实用新型提供一种塔式起重机抗变形内塔身,以降低该形式结构塔式起重机安装时的变形问题,提升安装的便捷性。 In order to solve the above problems, the utility model provides an anti-deformation inner tower body of a tower crane, so as to reduce the deformation problem during installation of the tower crane with this structure and improve the convenience of installation.
为实现上述目的,本实用新型提供一种塔式起重机抗变形内塔身,塔身主体,塔身主体主要由主弦杆和腹杆组成,还包括安装在塔身主体内的复数道斜撑杆;所述的斜撑杆两端可拆卸的连接主弦杆;在内塔身吊装、运输状态下,斜撑杆沿塔身主体的长度方向均布,并安装在其矩形横截面的对角线上;在内塔身安装完成后,塔机使用的状态下,斜撑杆悬挂于主弦杆上。 In order to achieve the above purpose, the utility model provides an anti-deformation inner tower body of a tower crane. Rods; the two ends of the diagonal braces are detachably connected to the main chord; in the hoisting and transportation state of the inner tower body, the diagonal braces are evenly distributed along the length direction of the main body of the tower body, and are installed on opposite sides of the rectangular cross-section. Corner line; after the installation of the inner tower body is completed and the tower crane is in use, the diagonal braces are suspended on the main chord.
进一步,所述的相邻两道斜撑杆交叉布置。 Further, the two adjacent diagonal braces are arranged crosswise.
进一步,所述的斜撑杆两端通过销轴或螺栓可拆卸的连接主弦杆。 Further, both ends of the diagonal brace are detachably connected to the main chord through pins or bolts.
本实用新型针对塔式起重机的结构特点,在内塔身合适位置增加六根可拆卸的斜撑杆,通过该斜撑杆的安装可以有效地将容易变形的四边形结构,转化为两个相对稳定的三角形结构,这样在运输和吊装过程中可以减小内塔身的变形。其次,在内塔身结构生产完成后,吊装和运输前将斜撑杆通过销轴或螺栓安装至内塔身上,方便快捷,能够很好的避免内塔身在吊装运输过程中产生的变形,保证内塔身的关键尺寸,提升塔机的安装效率;在安装完成后可以将斜撑杆拆除后悬挂至内塔身两侧主弦上,方便防止丢失,同时不影响塔机的正常使用。 In view of the structural characteristics of the tower crane, the utility model adds six detachable diagonal struts at appropriate positions on the inner tower body. Through the installation of the diagonal struts, the easily deformed quadrilateral structure can be effectively transformed into two relatively stable ones. The triangular structure can reduce the deformation of the inner tower body during transportation and hoisting. Secondly, after the production of the inner tower body structure is completed, the diagonal braces are installed on the inner tower body through pins or bolts before hoisting and transportation, which is convenient and quick, and can well avoid the deformation of the inner tower body during hoisting and transportation. Ensure the key dimensions of the inner tower body and improve the installation efficiency of the tower crane; after the installation is completed, the diagonal braces can be removed and hung on the main chords on both sides of the inner tower body, which is convenient to prevent loss and does not affect the normal use of the tower crane.
附图说明 Description of drawings
图1为本实用新型的结构及原理示意图; Fig. 1 is the structure of the utility model and schematic diagram of principle;
图2为图1中E-E向、G-G向、I-I向的结构剖视图; Fig. 2 is the structural sectional view of E-E direction, G-G direction, I-I direction in Fig. 1;
图3为图1中F-F向、H-H向、J-J向的结构剖视图; Fig. 3 is the structural sectional view of F-F direction, H-H direction, J-J direction in Fig. 1;
图中:1、斜撑杆,2、塔身主体,21、主弦杆,22、腹杆。 Among the figure: 1, diagonal bracing rod, 2, tower body main body, 21, main chord rod, 22, web rod.
具体实施方式 Detailed ways
下面结合附图对本实用新型作进一步说明。 Below in conjunction with accompanying drawing, the utility model is further described.
如图1所示,本实用新型包括塔身主体2,塔身主体2主要由主弦杆21和腹杆22组成,还包括在内塔身整个长度方向设计六道斜撑杆1。所述的斜撑杆1两端可拆卸的连接主弦杆21,方便快速安拆。 As shown in Figure 1, the utility model includes a tower main body 2, which is mainly composed of a main chord 21 and a web 22, and also includes six diagonal braces 1 designed in the entire length direction of the inner tower. Both ends of the diagonal brace 1 are detachably connected to the main chord 21, which is convenient for quick installation and disassembly.
如图1、图2和图3所示,在内塔身吊装、运输状态下,六道斜撑杆1沿塔身主体2的长度方向均布,并安装在其矩形横截面的对角线上,通过斜撑杆1连接方式,将原来不稳定的四边形结构分割为两个较稳定的三角形结构,而且六道斜撑杆1中相邻两道斜撑杆1方向交叉布置,更有效地防止吊装和运输过程中的变形。 As shown in Fig. 1, Fig. 2 and Fig. 3, when the inner tower body is hoisted and transported, the six diagonal braces 1 are evenly distributed along the length direction of the main body 2 of the tower body, and are installed on the diagonal of its rectangular cross section. , the original unstable quadrilateral structure is divided into two relatively stable triangular structures through the connection method of the diagonal struts 1, and the directions of the adjacent two diagonal struts 1 of the six diagonal struts 1 are arranged crosswise to prevent hoisting more effectively and deformation during transportation.
如图1中虚线部分所示,在内塔身安装完成后,塔机使用的状态下,斜撑杆1悬挂于塔身主体2内的主弦杆21上,方便快捷,一是解决了斜撑杆1不用时的存放问题,也避免了单独存放容易丢失的问题。 As shown in the dotted line in Figure 1, after the installation of the inner tower body is completed and the tower crane is in use, the diagonal brace 1 is suspended on the main chord 21 in the main body 2 of the tower body, which is convenient and quick. The problem of storing the strut 1 when it is not in use also avoids the problem that it is easy to lose when it is stored separately.
实施是,在内塔身主体2结构生产完成后,吊装和运输前将斜撑杆1通过销轴或螺栓安装至内塔身主体2上,在安装时如图2和图3所示相邻斜撑杆1需交叉安装。在塔机安装完成后,可以将斜撑杆1拆除并悬挂至内塔身两侧主弦杆上,即图1虚线所示的位置,不影响塔机的正常使用。通过该技术的应用,能够较好的提高安装过程中的安全性和便捷性,很大程度上提高了安装的成功率。 The implementation is that after the production of the main body 2 of the inner tower body is completed, the diagonal brace 1 is installed on the main body 2 of the inner tower body through pins or bolts before hoisting and transportation. Diagonal struts 1 need to be installed crosswise. After the installation of the tower crane is completed, the diagonal braces 1 can be removed and hung on the main chords on both sides of the inner tower body, which is the position shown by the dotted line in Figure 1, without affecting the normal use of the tower crane. Through the application of this technology, the safety and convenience in the installation process can be better improved, and the success rate of the installation is greatly improved.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420861546.1U CN204434123U (en) | 2014-12-31 | 2014-12-31 | Tower body in tower crane resistance to deformation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420861546.1U CN204434123U (en) | 2014-12-31 | 2014-12-31 | Tower body in tower crane resistance to deformation |
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| Publication Number | Publication Date |
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| CN204434123U true CN204434123U (en) | 2015-07-01 |
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| CN201420861546.1U Expired - Lifetime CN204434123U (en) | 2014-12-31 | 2014-12-31 | Tower body in tower crane resistance to deformation |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105271019A (en) * | 2015-09-30 | 2016-01-27 | 徐州建机工程机械有限公司 | Connecting structure of main chords and web members of tower crane |
| CN105271018A (en) * | 2015-09-30 | 2016-01-27 | 徐州建机工程机械有限公司 | A detachable tower crane frame |
| CN106365053A (en) * | 2016-11-09 | 2017-02-01 | 徐州建机工程机械有限公司 | Length-adjustable pull rod connecting structure |
| CN111620227A (en) * | 2020-07-01 | 2020-09-04 | 中国电建集团山东电力管道工程有限公司 | Gantry and pipeline installation method |
| CN117468787A (en) * | 2023-11-30 | 2024-01-30 | 中国葛洲坝集团市政工程有限公司 | A floor-standing intelligent construction machine for water inlet towers in water conservancy projects |
-
2014
- 2014-12-31 CN CN201420861546.1U patent/CN204434123U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105271019A (en) * | 2015-09-30 | 2016-01-27 | 徐州建机工程机械有限公司 | Connecting structure of main chords and web members of tower crane |
| CN105271018A (en) * | 2015-09-30 | 2016-01-27 | 徐州建机工程机械有限公司 | A detachable tower crane frame |
| CN106365053A (en) * | 2016-11-09 | 2017-02-01 | 徐州建机工程机械有限公司 | Length-adjustable pull rod connecting structure |
| CN111620227A (en) * | 2020-07-01 | 2020-09-04 | 中国电建集团山东电力管道工程有限公司 | Gantry and pipeline installation method |
| CN117468787A (en) * | 2023-11-30 | 2024-01-30 | 中国葛洲坝集团市政工程有限公司 | A floor-standing intelligent construction machine for water inlet towers in water conservancy projects |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
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Granted publication date: 20150701 |
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| CX01 | Expiry of patent term |