CN113463754B - Assembled branched cable-supported prestressed column suitable for multi-angle connections - Google Patents
Assembled branched cable-supported prestressed column suitable for multi-angle connections Download PDFInfo
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- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional [3D] framework structures
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- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional [3D] framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
- E04B1/1912—Connecting nodes specially adapted therefor with central cubical connecting element
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- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
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- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional [3D] framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
- E04B2001/1921—Connecting nodes specially adapted therefor with connecting nodes having radial connecting stubs
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional [3D] framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1933—Struts specially adapted therefor of polygonal, e.g. square, cross section
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- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional [3D] framework structures
- E04B2001/1957—Details of connections between nodes and struts
- E04B2001/1963—Screw connections with axis at an angle, e.g. perpendicular, to the main axis of the strut
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- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional [3D] framework structures
- E04B2001/1996—Tensile-integrity structures, i.e. structures comprising compression struts connected through flexible tension members, e.g. cables
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Abstract
本发明公开了一种适用于多角度连接的装配式分支型索支撑预应力柱,包括方形中心柱、撑杆—中心柱连接节点、撑杆外伸端节点、撑杆和预应力钢拉索;撑杆—中心柱连接节点包括两个,其套装在方形中心柱的上部和下部,且与方形中心柱可拆卸式连接;撑杆外伸端节点包括四个;位于上部的撑杆—中心柱连接节点的四个侧面分别通过第一连接件与四个上部撑杆一端可拆卸式相连,上部撑杆另一端与四个撑杆外伸端节点的上部连接;位于下部的撑杆—中心柱连接节点的四个侧面分别通过第二连接件与四个下部撑杆一端可拆卸式相连,下部支撑杆与四个撑杆外伸端节点的下部连接;四个撑杆外伸端节点的顶部、底部分别通过预应力钢拉索与方形中心柱顶部、底部相连。
The invention discloses an assembled branch type cable-supported prestressed column suitable for multi-angle connection, comprising a square center column, a brace-center column connection node, a brace extension end node, a brace and a prestressed steel cable ; There are two strut-central column connection nodes, which are set on the upper and lower parts of the square central column, and are detachably connected with the square central column; there are four strut-extending end nodes; the upper strut-center The four sides of the column connection node are detachably connected to one end of the four upper struts through the first connecting piece, and the other end of the upper strut is connected to the upper part of the four struts' extended end nodes; the lower strut-center The four sides of the column connection node are detachably connected to one end of the four lower struts through the second connecting piece, and the lower support rod is connected to the lower part of the four struts' extended end nodes; the four struts' extended end nodes The top and bottom are respectively connected to the top and bottom of the square central column through prestressed steel cables.
Description
技术领域technical field
本发明涉及建筑工程领域,具体涉及一种适用于多角度连接的装配式分支型索支撑预应力柱。The invention relates to the field of construction engineering, in particular to an assembled branch type cable-supported prestressed column suitable for multi-angle connection.
背景技术Background technique
索支撑预应力柱是一种刚度高、材料利用率好的预应力钢结构体系,其结构特点是通过配置横向撑杆与预应力拉索来约束中心柱的屈曲,从而有效地提高预应力柱的屈曲承载力。纤细的拉索还使得索支撑柱外观轻盈,丰富了其建筑表现。Cable-supported prestressed column is a prestressed steel structure system with high rigidity and good material utilization. buckling capacity. The slender cables also give the cable-supported column a light appearance, enriching its architectural expression.
目前预应力柱中的撑杆和中心柱多采用现场直接焊接的方式连接,但是传统的焊接方式存在诸多缺点,如现场施工复杂、运输和存放占用空间等,而焊接残余应力也对结构的稳定性能有不利影响。此外,分支型索支撑预应力柱的撑杆与中心柱夹角有时需要设计为不同角度,其连接节点亦需要单独设计和加工。At present, the struts and central columns in prestressed columns are mostly connected by on-site direct welding, but the traditional welding method has many disadvantages, such as complex on-site construction, space occupied by transportation and storage, etc., and welding residual stress also affects the stability of the structure. Performance is adversely affected. In addition, the angles between the struts of the branched cable-supported prestressed columns and the central column sometimes need to be designed at different angles, and the connecting nodes also need to be designed and processed separately.
在专利申请号为CN 202010421705的专利中公开了一种适用于分叉式预应力撑杆柱的撑杆外伸端连接节点,该专利中存在三个问题:In the patent with the patent application number CN 202010421705, a connection node of the stretched end of the strut suitable for bifurcated prestressed strut columns is disclosed. There are three problems in this patent:
1.该专利仅给出用于连接拉索和撑杆外伸端的连接节点形式,缺少撑杆与中心柱、中心柱和拉索之间的连接节点形式,并不足以完成完整的分支型索支撑预应力柱的装配式连接。1. This patent only provides the connection node form for connecting the stay cable and the extended end of the strut, and lacks the connection node form between the stay bar and the center column, the center column and the stay cable, which is not enough to complete a complete branch cable Prefabricated connections for supporting prestressed columns.
2.该专利中外伸端节点不是一个独立部件而是由三个部件拼装组合得到,需要借助螺栓进行多步连接,有零件多、安装步骤繁琐、现场施工时间长等缺点。2. The outrigger node in this patent is not an independent part but assembled by three parts. It needs multi-step connection with bolts, which has the disadvantages of many parts, cumbersome installation steps, and long construction time on site.
3.该专利中外伸端节点与撑杆连接为铰接,受力简单清晰。从结构角度而言,部件之间的连接刚性越高,相互约束的能力也越强,对索支撑预应力柱结构的承载能力提升也就越大,然而该专利采用相对约束能力较差的铰接方式,连接节点的刚性仍有一定的提升空间。3. In this patent, the connection between the outrigger end node and the strut is hinged, and the force is simple and clear. From a structural point of view, the higher the rigidity of the connection between the components, the stronger the ability to restrain each other, and the greater the improvement in the load-bearing capacity of the cable-supported prestressed column structure. However, this patent uses hinges with relatively poor restraint capabilities. However, there is still room for improvement in the rigidity of the connecting nodes.
发明内容Contents of the invention
本发明的目的是研发一种可多角度安装的分支型索支撑预应力柱的装配式节点,使分支型索支撑预应力柱的连接节点具有模块化生产、快速安装以及满足多种角度设计等优点。The purpose of the present invention is to develop an assembled joint of branched cable-supported prestressed columns that can be installed at multiple angles, so that the connection nodes of branched cable-supported prestressed columns have modular production, quick installation, and meet various angle designs, etc. advantage.
为实现本发明专利的目的而采用的技术方案如下:The technical scheme adopted for the purpose of realizing the patent of the present invention is as follows:
适用于多角度连接的装配式分支型索支撑预应力柱,包括方形中心柱、撑杆—中心柱连接节点、撑杆外伸端节点、上部撑杆、下部撑杆、上部预应力钢拉索和下部预应力钢拉索;Prefabricated branched cable-supported prestressed columns suitable for multi-angle connections, including square center columns, brace-center column connection nodes, brace extension end nodes, upper braces, lower braces, and upper prestressed steel cables and lower prestressed steel cables;
所述撑杆—中心柱连接节点包括两个,其套装在方形中心柱的上部和下部,且与方形中心柱可拆卸式连接;所述的撑杆外伸端节点包括四个;The strut-central column connection nodes include two, which are set on the upper and lower parts of the square central column, and are detachably connected with the square central column; the strut-extending end nodes include four;
位于上部的撑杆—中心柱连接节点的四个侧面分别通过第一连接件与四个上部撑杆一端可拆卸式相连,上部撑杆另一端与四个撑杆外伸端节点的上部连接;The four sides of the upper strut-central column connection node are detachably connected to one end of the four upper struts through the first connecting piece, and the other end of the upper strut is connected to the upper part of the four strut extension end nodes;
位于下部的撑杆—中心柱连接节点的四个侧面分别通过第二连接件与四个下部撑杆一端可拆卸式相连,下部撑杆与四个撑杆外伸端节点的下部连接;The four sides of the lower strut-central column connection node are detachably connected to one end of the four lower struts through the second connecting piece, and the lower struts are connected to the lower parts of the four struts' extended end nodes;
四个撑杆外伸端节点的顶部通过上部预应力钢拉索与方形中心柱顶部侧面相连;四个撑杆外伸端节点的底部通过下部预应力钢拉索与方形中心柱底部侧面相连。The tops of the four extended end nodes of the struts are connected with the top side of the square central column through the upper prestressed steel cables; the bottoms of the four extended end nodes of the four struts are connected with the bottom side of the square central column through the lower prestressed steel cables.
作为进一步的技术方案,所述的撑杆—中心柱连接节点包括竖直设立的方形套筒,在套筒的四个侧面各设有一个开口式外伸连接臂,开口式外伸连接臂的上方和下方设有螺栓孔。As a further technical solution, the strut-central column connection node includes a square sleeve set up vertically, and an open-type outrigger connecting arm is arranged on each of the four sides of the sleeve. There are bolt holes above and below.
进一步的,所述的开口式外伸连接臂包括一个水平设置的横隔挡板和两个与横隔板相连且垂直于横隔板的圆弧形挡板,两个圆弧形挡板的间隔距离为撑杆截面的外径宽度,每个圆弧形挡板上均设置有四个螺栓孔,四个螺栓孔的中心连线形成平行四边形。Further, the open-type extended connecting arm includes a horizontally arranged diaphragm baffle and two arc-shaped baffles connected to the transverse diaphragm and perpendicular to the transverse diaphragm, the two arc-shaped baffles The spacing distance is the width of the outer diameter of the section of the strut, and each arc-shaped baffle is provided with four bolt holes, and the connecting lines between the centers of the four bolt holes form a parallelogram.
进一步的,所述撑杆—中心柱节点外伸臂的圆弧形挡板通过单向自锁螺栓与撑杆相连,撑杆与中心柱的夹角根据设计要求确定。Further, the arc-shaped baffle of the outrigger of the strut-central column node is connected to the strut via a one-way self-locking bolt, and the angle between the strut and the central column is determined according to design requirements.
进一步的,所述的四个撑杆外伸端节点位于同一水平面上,且四个撑杆外伸端节点环绕中心柱的周向等间距布置。Further, the four outstretched end nodes of the struts are located on the same horizontal plane, and the four outstretched end nodes of the struts are arranged at equal intervals around the circumference of the central column.
进一步的,所述撑杆外伸端节点包括竖直设置的方筒和设置在方筒外侧面的连接臂,所述连接臂包括四个圆弧形钢板和一个水平支撑板组成,其中圆弧形钢板分为两组,沿方筒纵向布置,间隔距离为撑杆截面的外径宽度,每个所述弧形钢板上均设置沿45°方向对称分布的螺栓孔;水平支撑板垂直于方筒纵向,横隔在两组圆弧形钢板之间;所述方筒的顶部和底部均焊接有第一耳板。Further, the outstretched end node of the strut includes a vertically arranged square cylinder and a connecting arm arranged on the outer side of the square cylinder, and the connecting arm is composed of four arc-shaped steel plates and a horizontal support plate, wherein the arc The curved steel plates are divided into two groups, arranged longitudinally along the square tube, and the distance between them is the width of the outer diameter of the cross-section of the strut. Each arc-shaped steel plate is provided with bolt holes symmetrically distributed along the direction of 45°; the horizontal support plate is perpendicular to the square The tube is longitudinally and horizontally separated between two sets of arc-shaped steel plates; the top and bottom of the square tube are welded with first ear plates.
进一步,所述的圆弧形钢板通过单向自锁螺栓与上部撑杆和下部撑杆相连 本发明专利的有益效果在于:Further, the arc-shaped steel plate is connected with the upper strut and the lower strut by a one-way self-locking bolt. The beneficial effects of the patent of the present invention are:
1.本发明提出了一个适用于多角度连接的装配式分支型索支撑预应力柱,其中包含了撑杆与中心柱、撑杆与拉索两种装配式连接节点形式,这两种节点和其它构件形成了完备的装配式分支型索支撑预应力柱连接方案;该连接方式能够有效地为中心柱提供侧向支撑,防止中心柱的失稳,极大程度的提高了承载柱的屈曲荷载能力,节省钢材用量。分支型撑杆相对无撑杆或水平撑杆提供的侧向支撑更加稳定。1. The present invention proposes an assembled branched cable-supported prestressed column suitable for multi-angle connection, which includes two types of assembled connection nodes: strut and central column, and strut and cable. These two nodes and other components A complete assembly-type branch cable-supported prestressed column connection scheme has been formed; this connection can effectively provide lateral support for the central column, prevent the instability of the central column, and greatly improve the buckling load capacity of the bearing column. Save steel consumption. Branched struts provide more stable lateral support than no struts or horizontal struts.
2.本发明的外伸端节点、撑杆—中心柱节点、均可在工厂进行预制化、模块化生产,同时节点自身不需要在施工现场进行额外的拼装,可直接使用自锁式单向螺栓将各主要部件(中心柱、撑杆、拉索)连接,减少施工现场的工作量。避免现场焊接、以及焊接工艺带来的残余应力影响,同时简化施工步骤、增加施工效率。2. The outrigger end nodes and strut-central column nodes of the present invention can be prefabricated and modularized in the factory, and at the same time the nodes themselves do not need to be assembled at the construction site, and can be directly connected by self-locking one-way bolts. The main components (central column, strut, cable) are connected to reduce the workload on the construction site. Avoid on-site welding and the influence of residual stress caused by the welding process, while simplifying construction steps and increasing construction efficiency.
3.本发明的撑杆—中心柱连接节点、撑杆外伸端节点均可适用于多种角度的分支型索支撑预应力柱,对不同角度的设计均可用同一种节点进行连接,提高了节点应用的普适性,满足多种典型的设计和使用需求。进一步,结合分支型索支撑预应力柱的角度优化设计还可充分发挥钢材性能。3. The strut-central column connection node and the strut extension end node of the present invention can be applied to branched cable-supported prestressed columns of various angles, and the same node can be used to connect designs of different angles, which improves the application of the nodes The universality meets a variety of typical design and use requirements. Furthermore, combined with the angle optimization design of the branched cable-supported prestressed column, the performance of the steel can be fully utilized.
4.本发明的外伸端节点、撑杆—中心柱节点采用一体成型,或者焊接成型;因此均具有较高的节点刚度,节点整体呈现为半刚性,既能传递轴力,也能传递弯矩,各部件之间的连接具有较高的整体性,相对于铰接节点而言各部件之间的约束能力更强,从而使索支撑预应力柱具有更高的整体承载能力。4. The outrigger end node and the strut-central column node of the present invention are integrally formed or welded; therefore, they all have high node stiffness, and the overall node is semi-rigid, which can transmit both axial force and bending moment. The connection between the components has a high integrity, and the restraint capacity between the components is stronger than that of the hinge joints, so that the cable-supported prestressed column has a higher overall bearing capacity.
附图说明Description of drawings
图1是上部撑杆—中心柱连接节点示意图;Fig. 1 is a schematic diagram of upper strut-central column connection node;
图2是上部撑杆—中心柱连接节点与中心柱配合状态示意图;Fig. 2 is a schematic diagram of the state of cooperation between the upper strut-central column connection node and the central column;
图3 是下部撑杆—中心柱连接节点示意图;Figure 3 is a schematic diagram of the connection node between the lower strut and the central column;
图4 是下部撑杆—中心柱连接节点与中心柱配合状态示意图;Figure 4 is a schematic diagram of the cooperation state between the lower strut-central column connection node and the central column;
图5 是撑杆外伸端节点的示意图;Fig. 5 is a schematic diagram of the outrigger end node;
图6是方形中心柱的结构示意图;Fig. 6 is the structural representation of square central column;
图7是整体组装图,撑杆倾斜30°;Figure 7 is the overall assembly diagram, the strut is inclined at 30°;
图8 是整体组装图,撑杆倾斜60°;Figure 8 is the overall assembly diagram, the strut is inclined at 60°;
图中:1撑杆—中心柱连接节点;1-1圆弧形挡板, 1-2横隔挡板,1-3方管;In the figure: 1 strut-central column connection node; 1-1 arc-shaped baffle, 1-2 diaphragm baffle, 1-3 square tube;
2撑杆外伸端节点;2-1方筒,2-2水平支撑板,2-3圆弧形钢板,2-4第一耳板;2. Protruding end nodes of struts; 2-1 square tube, 2-2 horizontal support plate, 2-3 arc-shaped steel plate, 2-4 first ear plate;
3方形中心柱;3-1第二耳板;3 square central column; 3-1 second ear plate;
4-1上部撑杆;4-2下部撑杆;4-1 upper strut; 4-2 lower strut;
5-1上部预应力钢拉索;5-2下部预应力钢拉索;5-1 Upper prestressed steel cables; 5-2 Lower prestressed steel cables;
6单向自锁螺栓;6 one-way self-locking bolts;
7普通螺栓。7 ordinary bolts.
具体实施方式Detailed ways
下面结合实施例对本发明专利作进一步说明,但不应该理解为本发明专利上述主题范围仅限于下述实施例。在不脱离本发明专利上述技术思想的情况下,根据本领域普通技术知识和惯用手段,做出各种替换和变更,均应包括在本发明专利的保护范围内。The patent of the present invention will be further described below in conjunction with the examples, but it should not be understood that the scope of the subject matter of the patent of the present invention is limited to the following examples. Without departing from the above-mentioned technical idea of the patent of the present invention, various replacements and changes made according to common technical knowledge and conventional means in this field shall be included in the scope of protection of the patent of the present invention.
实施例1(撑杆与水平夹角30°):Example 1 (the angle between the pole and the horizontal is 30°):
如图7所示,本实施例公开了一组适用于分支型索支撑预应力柱的撑杆—中心柱连接节点与外伸端连接节点,包括方形中心柱3、撑杆—中心柱连接节点1、撑杆外伸端节点2、上部撑杆4-1、下部撑杆4-2、上部预应力钢拉索5-1和下部预应力钢拉索5-2;撑杆—中心柱连接节点1包括两个,套装在方形中心柱3的上部和下部,且固定在方形中心柱3上;撑杆外伸端节点2包括四个;位于上部的撑杆—中心柱连接节点1的四个侧面通过上部撑杆4-1与四个撑杆外伸端节点2上部连接,位于下部的撑杆—中心柱连接节点1的四个侧面通过下部撑杆4-1与四个撑杆外伸端节点2下部连接;同时四个撑杆外伸端节点2的顶部通过上部预应力钢拉索5-1与方形中心柱3顶部侧面相连;四个撑杆外伸端节点2的底部通过下部预应力钢拉索5-1与方形中心柱3底部侧面相连。As shown in Figure 7, this embodiment discloses a set of brace-central column connection nodes and extension end connection nodes suitable for branched cable-supported prestressed columns, including square
上述装置包含了撑杆与中心柱、撑杆与拉索两种装配式连接节点形式,这两种节点和其它构件形成了完备的装配式分支型索支撑预应力柱连接方案;该连接方式能够有效地为中心柱提供侧向支撑,防止中心柱的失稳,极大程度的提高了承载柱的屈曲荷载能力,节省钢材用量。分支型撑杆相对无撑杆或水平撑杆提供的侧向支撑更加稳定。The above-mentioned device includes two types of prefabricated connection nodes: struts and central columns, and struts and cables. These two nodes and other components form a complete assembly-type branch-type cable-supported prestressed column connection scheme; this connection can Effectively provide lateral support for the central column, prevent the instability of the central column, greatly improve the buckling load capacity of the bearing column, and save the amount of steel. Branched struts provide more stable lateral support than no struts or horizontal struts.
撑杆—中心柱连接节点1、撑杆外伸端节点2为预制件,可在工厂进行预制化、模块化生产,同时节点自身不需要在施工现场进行额外的拼装,可直接使用自锁式单向螺栓将各主要部件(中心柱、撑杆、拉索)连接,减少施工现场的工作量。避免现场焊接、以及焊接工艺带来的残余应力影响,同时简化施工步骤、增加施工效率。Strut-central
进一步的,撑杆—中心柱连接节点1和撑杆外伸端节点2的各个部件可以预先焊接在一起,或者一体成型。Further, each component of the strut-central
参见图6所示,方形中心柱3的顶部和底部均设有第二耳板3-1,用于预应力刚拉索的连接;在方形中心柱3的顶部的四个侧面,每个侧面上设有一个第二耳板;在方形中心柱3的底部的四个侧面,每个侧面上设有一个第二耳板,上部的四个第二耳板通过螺栓与四个上部预应力钢拉索5-1相连,下部的四个第二耳板通过螺栓与四个下部预应力钢拉索5-2相连。Referring to Fig. 6, the top and the bottom of the square
如图7所示,在方形中心柱3的1/3和2/3高度处各布置一组螺栓孔洞,中心柱3的每个侧面各有8个螺栓孔,分别作为中心柱的上侧和下侧的连接节点位;将第一撑杆—中心柱连接节点1以横隔挡板在上、圆弧形挡板在下的方式套设在中心柱的2/3高度的螺栓孔处,通过单向螺栓将其固定;将第二撑杆—中心柱连接节点11以横隔挡板在下、圆弧形挡板在上的方式套设在中心柱的1/3高度的螺栓孔处,通过单向螺栓将其固定。As shown in Figure 7, a group of bolt holes are respectively arranged at 1/3 and 2/3 of the height of the square
其中如图1、图2、图3、图4所示,第一撑杆—中心柱连接节点、第二撑杆—中心柱连接节点的结构相同;每个撑杆—中心柱节点1包括方管1-3,在方管1-3的四个侧面分别焊接有一个连接件,每个连接件均各自包括一个横隔档板1-2和连接在横隔挡板1-2侧面的两个圆弧形挡板1-1,在两个圆弧形挡板1-1上设有四个螺栓孔洞,且两个圆弧形挡板1-1垂直于横隔档板1-2。其中连接件设置在方管1-3的侧面中心位置,在连接件上方和下方的方管1-3上也设有连接孔。Wherein as shown in Fig. 1, Fig. 2, Fig. 3, Fig. 4, the structures of the first strut-central column connecting node and the second strut-central column connecting node are the same; each strut-
进一步的,圆弧形挡板1-1的螺栓孔洞用于连接撑杆;根据设计的角度要求,确定上部撑杆两端的打孔位置并布置四个螺栓孔,将四个上部撑杆的内端分别放置在第一撑杆—中心柱节点的圆弧形挡板的对应螺栓孔洞处,通过单向螺栓固定;根据设计的角度要求,确定下部撑杆两端的打孔位置并布置螺栓孔,将四个下部撑杆的内端放置在第二撑杆—中心柱节点的圆弧形挡板的对应螺栓孔洞处,通过单向螺栓固定。Further, the bolt holes of the arc-shaped baffle 1-1 are used to connect the struts; according to the angle requirements of the design, the drilling positions at both ends of the upper struts are determined and four bolt holes are arranged, and the inner parts of the four upper struts are The ends are respectively placed in the corresponding bolt holes of the arc-shaped baffle of the first strut-central column node, and fixed by one-way bolts; according to the angle requirements of the design, the drilling positions at both ends of the lower strut are determined and the bolt holes are arranged. The inner ends of the four lower struts are placed in the corresponding bolt holes of the arc-shaped baffle of the second strut-central column node, and fixed by one-way bolts.
撑杆外伸端节点2的结构如图5所示;包括一个竖直设置的方筒2-1,在方筒2-1的一个侧面设有一个水平支撑板2-2,在水平支撑板2-2的顶面和底面各对称的设有两个圆弧形钢板2-3,两个圆弧形钢板2-3均与水平支撑板2-2垂直;在每个圆弧形钢板2-3上均设有螺栓孔;在方筒2-1的顶面和底面也均对称的设有两个第一耳板2-4,在第一耳板2-4上也设有螺栓孔;其中水平支撑板2-2顶面的圆弧形钢板2-3用于连接上部撑杆4-1;水平支撑板2-2底面的圆弧形钢板用于连接下部撑杆4-2;位于方管的顶面的第一耳板2-4通过螺栓连接上部预应力钢拉索5-1的一端,上部预应力钢拉索5-1另一端与中心柱的顶部的第一耳板相连;位于方筒的底面的耳板通过螺栓连接下部预应力钢拉索5-2的一端;下部预应力钢拉索5-2的另一端与中心柱的底部的第二耳板相连。The structure of the outstretched end node 2 of the strut is as shown in Figure 5; it includes a vertically arranged square tube 2-1, and a horizontal support plate 2-2 is provided on one side of the square tube 2-1, and the horizontal support plate The top surface and the bottom surface of 2-2 are each symmetrically provided with two arc-shaped steel plates 2-3, and the two arc-shaped steel plates 2-3 are perpendicular to the horizontal support plate 2-2; Bolt holes are provided on -3; two first ear plates 2-4 are also symmetrically arranged on the top and bottom surfaces of the square tube 2-1, and bolt holes are also provided on the first ear plates 2-4 The arc-shaped steel plate 2-3 on the top surface of the horizontal support plate 2-2 is used to connect the upper strut 4-1; the arc-shaped steel plate on the bottom surface of the horizontal support plate 2-2 is used to connect the lower strut 4-2; The first ear plate 2-4 on the top surface of the square tube is connected to one end of the upper prestressed steel cable 5-1 by bolts, and the other end of the upper prestressed steel cable 5-1 is connected to the first ear plate on the top of the center column Connected; the ear plate located on the bottom surface of the square tube is connected to one end of the lower prestressed steel cable 5-2 by bolts; the other end of the lower prestressed steel cable 5-2 is connected to the second ear plate at the bottom of the central column.
上述的撑杆外伸端节点2布置于中心柱1/2的高度处,位于同一水平面上的四个撑杆外伸端节点2围绕中心柱的周向等间距布置,使撑杆外伸端节点2与中心柱401之间的间距约为中心柱高度的0.286倍(根据设计要求撑杆与水平夹角为30°)。每个所述撑杆外伸端节点2将上部撑杆的外端搭接在外伸臂的上侧圆弧形钢板之间,螺栓孔对齐并通过单向螺栓固定。将下部撑杆的外端搭接在外伸臂的下侧圆弧形钢板之间,螺栓孔对齐并通过单向螺栓固定。The above-mentioned strut
本发明的撑杆外伸端节点均可适用于多种角度的分支型索支撑预应力柱,对不同角度的设计均可用同一种节点进行连接,提高了节点应用的普适性,满足多种典型的设计和使用需求。进一步,结合分支型索支撑预应力柱的角度优化设计还可充分发挥钢材性能。The outrigger end nodes of the struts in the present invention can be applied to branched cable-supported prestressed columns of various angles, and the same node can be used to connect designs of different angles, which improves the universality of node applications and satisfies various Typical design and usage requirements. Furthermore, combined with the angle optimization design of the branched cable-supported prestressed column, the performance of the steel can be fully utilized.
具体的安装方法如下:The specific installation method is as follows:
安装时,先将两个所述撑杆—中心柱节点按照要求分别套设并放置在中心柱的1/3和2/3高度处,通过单向螺栓连接固定;然后将打好孔洞的四根上部撑杆分别搭接在所述上侧节点四个侧面的外伸臂处,令撑杆与水平夹角呈30°,另外一端向斜下方伸出并搭接在相应方向的撑杆外伸端节点外伸臂的上侧,各撑杆的两端均用单向螺栓固定;再将打好孔洞的四根下部撑杆分别搭接在所述下侧节点四个侧面的外伸臂处,令撑杆与水平夹角呈30°,另外一端向斜上方伸出并搭接在相应方向的撑杆外伸端节点外伸臂的下侧,各撑杆两端均用单向螺栓固定;之后,在中心柱顶端和底端的四个侧面分别焊接上耳板,将四根所述预应力钢索5的下端分别连接到四个外伸端节点上端面的耳板上,四根预应力钢索绷紧后与中心柱的顶端耳板连接,将四根所述预应力钢索的上端分别连接到各外伸端节点下端面的耳板上,四根预应力钢索绷紧后与中心柱的底端耳板连接。When installing, first set up the two struts-central column nodes according to the requirements and place them at 1/3 and 2/3 heights of the central column, and connect and fix them with one-way bolts; The upper struts are respectively lapped at the outriggers on the four sides of the upper node, so that the angle between the struts and the horizontal is 30°, and the other end protrudes obliquely downward and is lapped outside the struts in the corresponding direction. On the upper side of the outrigger of the extension node, the two ends of each strut are fixed with one-way bolts; At the position, the angle between the strut and the horizontal is 30°, and the other end protrudes obliquely upwards and overlaps the lower side of the outrigger at the end node of the strut in the corresponding direction. One-way bolts are used at both ends of each strut Fix; after that, weld the lugs on the four sides of the top and bottom of the center column respectively, and connect the lower ends of the four prestressed steel cables 5 to the lugs on the upper end faces of the four outstretched end nodes respectively, and the four After the prestressed steel cables are tightened, they are connected to the top lugs of the center column, and the upper ends of the four prestressed steel cables are respectively connected to the lugs on the lower end faces of the outstretched end nodes, and the four prestressed steel cables are tightened Afterwards, it is connected with the bottom ear plate of the central column.
实施例2(撑杆与水平夹角60°):Example 2 (the angle between the pole and the horizontal is 60°):
本实施例的主要结构与实施例1相同,不同点在于,本实施例中下部撑杆与水平面夹角为60°状态的结构示意图,撑杆外伸端节点与中心柱的间距约为中心柱高度的0.0953倍,每个撑杆的长度和孔洞位置均由计算确定,其它部件及安装方式不变。有利于索支撑预应力柱各部件的预制化、模块化生产,减少成本。The main structure of this embodiment is the same as that of
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