CN107313604A - A kind of drag-line node reinforced for space structure string - Google Patents
A kind of drag-line node reinforced for space structure string Download PDFInfo
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- CN107313604A CN107313604A CN201710565725.9A CN201710565725A CN107313604A CN 107313604 A CN107313604 A CN 107313604A CN 201710565725 A CN201710565725 A CN 201710565725A CN 107313604 A CN107313604 A CN 107313604A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
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Abstract
本发明涉及一种用于空间结构张弦加固的拉索节点,在既有结构焊接球节点(5)上实现加固,包括钢丝绳(1)、拉索(2)、双耳式索头(3)、销轴(4)、和限位钢管(6),销轴(4)穿过双耳式索头(3)的耳孔,钢丝绳绕过焊接球节点(5)后两端套于销轴(4)上,限位钢管固定于焊接球节点(5)上,起限制钢丝绳沿球体滑动的作用。
The invention relates to a cable node used for string tension reinforcement of a space structure, which realizes reinforcement on a welded ball node (5) of an existing structure, including a steel wire rope (1), a cable (2), and a double-eared cable head (3) ), the pin shaft (4), and the limit steel pipe (6), the pin shaft (4) passes through the ear hole of the double ear type cable head (3), and the two ends of the steel wire rope go around the welded ball joint (5) and are placed on the pin shaft On (4), the limit steel pipe is fixed on the welded ball node (5), which plays the role of limiting the sliding of the steel wire rope along the sphere.
Description
技术领域technical field
本发明涉及一种用于空间结构张弦加固的拉索节点。The invention relates to a cable node used for string tension reinforcement of space structures.
背景技术Background technique
从20世纪60年代开始,网架结构逐渐在我国发展了起来,目前部分工程由于已经达到其使用年限、施工质量或荷载变更需要对结构进行加固。常用的网架的加固方法有纤维加固法、粘钢加固法、套管加固法和预应力加固法等。其中预应力加固法通过增加拉索和撑杆将原有的网架结构改变为张弦结构体系,能够有效减小结构的变形,提高结构的刚度。同时加固施工不需要对现有结构进行卸载,需加固的杆件数量也大幅减小,是一种高效的加固方法。Since the 1960s, the grid structure has gradually developed in our country. At present, some projects need to strengthen the structure because they have reached their service life, construction quality or load changes. Commonly used grid reinforcement methods include fiber reinforcement method, bonded steel reinforcement method, casing reinforcement method and prestressed reinforcement method. Among them, the prestressed reinforcement method changes the original grid structure into a stringed structure system by adding cables and struts, which can effectively reduce the deformation of the structure and improve the rigidity of the structure. At the same time, the reinforcement construction does not need to unload the existing structure, and the number of rods to be reinforced is also greatly reduced, which is an efficient reinforcement method.
拉索需锚固于支座节点,将预应力传递到支座上。在张弦结构中拉索节点可采用耳板或穿球等方式,但是,已有网架的支座往往连接较多、较大的杆件,球体上剩余的空间较小,对拉索与支座的连接节点的构造带来了较大困难;同时,若采用传统的节点构造方法,在对结构进行焊接时需要对结构进行卸载,加固工程的工作量较大。The cables need to be anchored to the support nodes to transmit the prestress to the support. In the tension string structure, the cable joints can adopt ear plates or balls, etc. However, the support of the existing network frame is often connected with more and larger rods, and the remaining space on the sphere is small. The structure of the connection node of the support brings great difficulties; at the same time, if the traditional node construction method is adopted, the structure needs to be unloaded when the structure is welded, and the workload of the reinforcement project is relatively large.
发明内容Contents of the invention
针对上述问题,本发明为解决对已有结构采用预应力加固时拉索与支座节点构造困难的问题,提供一种可以减少现场焊接工作量、操作方便的用于空间结构张弦加固的拉索节点。本发明通过钢丝绳实现拉索与支座节点的连接,不需要在支座节点处焊接其他连接装置,钢丝绳可将索力均匀分布于焊接球球面,从而支座节点也可以不进行加固。本发明的技术方案如下:In view of the above-mentioned problems, the present invention solves the problem of the difficult structure of the cable and the support node when adopting prestressed reinforcement to the existing structure, and provides a tensioning cable for space structure reinforcement that can reduce the workload of on-site welding and is easy to operate. index node. The invention realizes the connection between the stay cable and the support node through the steel wire rope, and does not need to weld other connection devices at the support node, and the steel wire rope can evenly distribute the cable force on the welded spherical surface, so that the support node does not need to be reinforced. Technical scheme of the present invention is as follows:
一种用于空间结构张弦加固的拉索节点,在既有结构焊接球节点5实现加固,其特征在于,包括钢丝绳1、拉索2、双耳式索头3、销轴4、和限位钢管6,销轴4穿过双耳式索头3的耳孔,钢丝绳绕过焊接球节点5后两端套于销轴4上,限位钢管固定于焊接球节点5上,起限制钢丝绳沿球体滑动的作用。A cable node used for space structure string tension reinforcement, which realizes reinforcement at the welded ball node 5 of the existing structure, is characterized in that it includes a steel wire rope 1, a cable 2, a double-eared cable head 3, a pin shaft 4, and a limiter Position steel pipe 6, the pin shaft 4 passes through the ear hole of the double-eared cable head 3, the two ends of the steel wire rope bypass the welded ball joint 5 and then cover the pin shaft 4, and the limit steel pipe is fixed on the welded ball joint 5 to limit the wire rope along the The effect of sphere sliding.
所述钢丝绳可以采用单绳,其两肢合力需与拉索中心线方向重合,且钢丝绳与焊接球节点的交线应为球体的一条母线;也可以采用多绳,钢丝绳各肢合力需与拉索中心线方向重合。所述拉索的中心线延长线通过焊接球节点的球心。The steel wire rope can be a single rope, and the resultant force of its two limbs needs to coincide with the direction of the center line of the cable, and the intersection line between the steel wire rope and the welded ball node should be a generatrix of the sphere; The direction of the cable centerline coincides. The extension line of the center line of the cable passes through the center of the welding ball node.
本发明与现有技术相比具有以下优点:Compared with the prior art, the present invention has the following advantages:
(1)通过钢丝绳将焊接空心球与拉索进行连接,构造简单,现场操作简便。(1) The welded hollow ball is connected with the cable by a wire rope, which has a simple structure and easy on-site operation.
(2)需要对焊接空心球进行得后期加工较少,减少了现场焊接工作量。(2) Less post-processing is required for welding the hollow ball, which reduces the workload of on-site welding.
(3)钢丝绳可将索力均匀分布于焊接球球面,从而支座节点也可以不进行加固。(3) The steel wire rope can evenly distribute the cable force on the welded spherical surface, so that the support nodes do not need to be reinforced.
附图说明Description of drawings
图1是本发明的左视图。Fig. 1 is a left side view of the present invention.
图中标号说明:1-钢丝绳;2-拉索;3-双耳式索头;4-销轴;5-既有结构焊接球节点;6-限位钢管Explanation of symbols in the figure: 1-steel wire rope; 2-stay cable; 3-double lug cable head; 4-pin shaft;
图2是本发明的后视图。Figure 2 is a rear view of the present invention.
图中标号说明:1-钢丝绳;5-既有结构焊接球节点;6-限位钢管Explanation of symbols in the figure: 1-steel wire rope; 5-welded ball joint of existing structure; 6-limiting steel pipe
图3节点俯视图Figure 3 Node top view
图中标号说明:1-钢丝绳;2-拉索;3-双耳式索头;4-销轴;5-既有结构焊接球节点;6-限位钢管Explanation of symbols in the figure: 1-steel wire rope; 2-stay cable; 3-double lug cable head; 4-pin shaft;
具体实施方式detailed description
下面结合附图和实施例对本发明进行说明。The present invention will be described below in conjunction with the accompanying drawings and embodiments.
本发明提出一种预应力加固用的拉索锚固节点,包括钢丝绳1、拉索2、双耳式索头3、销轴4、既有结构焊接球节点5和限位钢管6。钢丝绳绕过焊接球节点5后两端套于销轴4上,销轴4穿过双耳式索头3的耳孔。The present invention proposes a cable anchoring node for prestressed reinforcement, including a steel wire rope 1, a cable 2, a double-eared cable head 3, a pin shaft 4, an existing structure welded ball node 5 and a limit steel pipe 6. The two ends of the steel wire rope are sheathed on the bearing pin 4 after bypassing the welded ball joint 5, and the bearing pin 4 passes through the ear holes of the double-ear cable head 3.
所述钢丝绳可采用单条或多条。当采用单绳时,其两肢合力需与拉索中心线方向重合,且钢丝绳与球节点的交线应为球体的一条母线。当采用多条钢丝绳时,钢丝绳各肢合力需与拉索中心线方向重合。The steel wire rope can be single or multiple. When a single rope is used, the combined force of its two limbs must coincide with the direction of the center line of the cable, and the intersection line between the steel wire rope and the ball node should be a generatrix of the sphere. When multiple steel wire ropes are used, the resultant force of each limb of the steel wire rope must coincide with the direction of the center line of the cable.
所述拉索可以采用钢绞线、半平行钢丝束或高钒索等建筑结构用拉索。拉索中心线延长线通过球节点的球心。The stay cables can be steel strands, semi-parallel steel strands or high vanadium cables and other building structure stay cables. The extension line of the cable centerline passes through the spherical center of the spherical node.
所述双耳式索头一般为拉索产品的一部分,由拉索生产厂家采用冷铸锚或热铸锚等方式与索体连接。The double-eared cable head is generally a part of the cable product, and is connected with the cable body by the cable manufacturer using cold-cast anchors or hot-cast anchors.
所述既有结构焊接球节点是原有屋盖结构与支承结构交接的节点。The welding ball node of the existing structure is the node where the original roof structure and the supporting structure are connected.
所述限位钢管起限制钢丝绳沿球体滑动的作用,其截面根据钢丝绳沿球体表面切向分力确定。The position-limiting steel pipe plays the role of limiting the sliding of the steel wire rope along the sphere, and its cross section is determined according to the tangential force component of the steel wire rope along the surface of the sphere.
如图1、2、3所示包括环钢丝绳1、拉索2、双耳式索头3、销轴4、既有结构焊接球节点5和限位钢管6。拉索2轴线方向通过既有结构焊接球节点5的球心,钢丝绳带绕过焊接球节点5后两端的环眼套于销轴4上,上下钢丝绳的轴线方向以拉索轴线为对称轴对称。销轴4穿过双耳式索头3的耳孔,限位钢管位于钢丝绳的上下两侧。As shown in Figures 1, 2, and 3, it includes a ring wire rope 1, a drag cable 2, a double-ear cable head 3, a pin shaft 4, an existing structure welded ball node 5, and a limit steel pipe 6. The axial direction of the cable 2 passes through the spherical center of the welded ball joint 5 of the existing structure, and the eyelets at both ends of the steel wire rope bypass the welded ball joint 5 and are placed on the pin shaft 4. The axial directions of the upper and lower steel wire ropes are symmetrical to the cable axis. . Bearing pin 4 passes the ear hole of double ear type cable head 3, and the limit steel pipe is positioned at both sides up and down of steel wire rope.
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
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CN112178289A (en) * | 2020-11-16 | 2021-01-05 | 中交第二航务工程勘察设计院有限公司 | Gallows of pipeline swift installation in tall and big space upper portion rack |
CN113529979A (en) * | 2021-07-30 | 2021-10-22 | 中建七局安装工程有限公司 | Exempt from welded rack node reinforced structure |
CN114526904A (en) * | 2022-04-24 | 2022-05-24 | 华北科技学院 | Cable force test device of space cable structure |
CN115434534A (en) * | 2022-09-13 | 2022-12-06 | 陕西省建筑科学研究院有限公司 | Reinforcing method for bolt defects of net rack web members |
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CN202170574U (en) * | 2011-07-29 | 2012-03-21 | 中国京冶工程技术有限公司 | String truss cable anchoring node |
CN202559771U (en) * | 2012-05-07 | 2012-11-28 | 中铁十局集团建筑工程有限公司 | High-altitude rope replacing device of pre-stress beam string structure |
CN207526159U (en) * | 2017-07-12 | 2018-06-22 | 天津大学 | A kind of drag-line node reinforced for space structure string |
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Patent Citations (3)
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CN202170574U (en) * | 2011-07-29 | 2012-03-21 | 中国京冶工程技术有限公司 | String truss cable anchoring node |
CN202559771U (en) * | 2012-05-07 | 2012-11-28 | 中铁十局集团建筑工程有限公司 | High-altitude rope replacing device of pre-stress beam string structure |
CN207526159U (en) * | 2017-07-12 | 2018-06-22 | 天津大学 | A kind of drag-line node reinforced for space structure string |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
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CN112178289A (en) * | 2020-11-16 | 2021-01-05 | 中交第二航务工程勘察设计院有限公司 | Gallows of pipeline swift installation in tall and big space upper portion rack |
CN113529979A (en) * | 2021-07-30 | 2021-10-22 | 中建七局安装工程有限公司 | Exempt from welded rack node reinforced structure |
CN114526904A (en) * | 2022-04-24 | 2022-05-24 | 华北科技学院 | Cable force test device of space cable structure |
CN114526904B (en) * | 2022-04-24 | 2022-07-12 | 华北科技学院 | Cable force test device of space cable structure |
CN115434534A (en) * | 2022-09-13 | 2022-12-06 | 陕西省建筑科学研究院有限公司 | Reinforcing method for bolt defects of net rack web members |
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