CN205012471U - Position adjustable buckling restrained brace round pin axle connected node - Google Patents
Position adjustable buckling restrained brace round pin axle connected node Download PDFInfo
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Abstract
本实用新型为了解决传统防屈曲支撑销轴连接节点施工安装困难的问题,进而提出了一种构造简单、位置可调、施工安装定位简便的防屈曲支撑销轴连接节点。本实用新型解决上述技术问题所采取的技术方案是:一种位置可调的防屈曲支撑销轴连接节点,所述连接节点包括支撑节点、节点板、销轴、定位圆环、限位圆环和连接焊缝。
In order to solve the problem of difficult construction and installation of the traditional anti-buckling support pin shaft connection node, the utility model further proposes an anti-buckling support pin shaft connection node with simple structure, adjustable position, and convenient construction, installation and positioning. The technical scheme adopted by the utility model to solve the above-mentioned technical problems is: a position-adjustable anti-buckling support pin shaft connection node, the connection node includes a support node, a gusset plate, a pin shaft, a positioning ring, and a limit ring and connecting welds.
Description
技术领域 technical field
本实用新型涉及一种位置可调的防屈曲支撑销轴连接节点,属于建筑结构抗震领域。 The utility model relates to a position-adjustable anti-buckling support pin shaft connection node, which belongs to the field of anti-seismic building structures.
背景技术 Background technique
防屈曲支撑(图1)是一种利用钢材拉压塑性变形来消耗地震能量的建筑结构减震装置。一般来说(图2~图7),防屈曲支撑与结构之间可采用销轴、螺栓或焊接连接。以往研究表明,与螺栓和焊接连接相比,销轴连接(图2、图3)具有连接构造简单、连接长度短、用钢量少、抗震性能和平面外稳定性好、外表美观等优点。尽管如此,目前销轴连接在防屈曲支撑实际工程中的应用却相对较少,主要原因是传统销轴连接构造所带来的施工安装困难问题。一般来说,为保证防屈曲支撑的抗震性能,支撑端部和节点板销孔的直径仅允许比销轴的直径大0.5-1mm,而建筑结构的施工安装不可避免地存在误差(尤其混凝土结构),因此如此小的容许安装间隙往往容易导致支撑难以安装到实际结构的节点板之间,对施工技术提出了很高的要求,无形增加了支撑的施工安装费用,此技术问题已成为阻碍销轴连接应用于防屈曲支撑实际工程的一大障碍。 The anti-buckling brace (Fig. 1) is a shock-absorbing device for building structures that uses the plastic deformation of steel in tension and compression to dissipate earthquake energy. In general (Fig. 2~Fig. 7), pins, bolts or welding can be used to connect the anti-buckling support and the structure. Previous studies have shown that compared with bolted and welded connections, the pin connection (Fig. 2, Fig. 3) has the advantages of simple connection structure, short connection length, less steel consumption, good seismic performance and out-of-plane stability, and beautiful appearance. However, the application of pin-shaft connections in actual engineering of buckling-resistant braces is relatively seldom, mainly because of the difficulties in construction and installation caused by the traditional pin-shaft connection structure. Generally speaking, in order to ensure the anti-seismic performance of buckling-resistant braces, the diameter of the pin hole at the end of the brace and the gusset plate is only allowed to be 0.5-1mm larger than the diameter of the pin shaft, and there are inevitably errors in the construction and installation of building structures (especially concrete structures ), so such a small allowable installation gap tends to make it difficult to install the support between the gusset plates of the actual structure, which puts forward very high requirements for construction technology and invisibly increases the construction and installation costs of the support. This technical problem has become an obstacle to pinning The application of shaft connection to buckling-resistant braces is a major obstacle in practical engineering.
实用新型内容 Utility model content
本实用新型为了解决传统防屈曲支撑销轴连接节点施工安装困难的问题,进而提出了一种构造简单、位置可调、施工安装定位简便的防屈曲支撑销轴连接节点。 In order to solve the problem of difficult construction and installation of the traditional anti-buckling support pin shaft connection node, the utility model further proposes an anti-buckling support pin shaft connection node with simple structure, adjustable position, and convenient construction, installation and positioning.
本实用新型解决上述技术问题所采取的技术方案是:一种位置可调的防屈曲支撑销轴连接节点,所述连接节点包括支撑节点、节点板、销轴、定位圆环、限位圆环和连接焊缝。 The technical scheme adopted by the utility model to solve the above-mentioned technical problems is: an adjustable anti-buckling support pin shaft connection node, the connection node includes a support node, a gusset plate, a pin shaft, a positioning ring, and a limit ring and connecting welds.
所述支撑节点由两块平行设置的钢板组成,钢板之间留有间隙,在板的中线位置设有槽孔,槽孔直径比销轴大(大2-5mm左右为宜),槽孔长度为10-20mm左右为宜,槽孔长度方向与支撑轴线方向一致;所述节点板由一块钢板组成,其与结构的梁柱翼缘外表面垂直并通过焊接固定,节点板几何形状由两条竖直边、两条水平边和一条斜边构成,在斜边的中垂线上设有比销轴直径大的圆孔(大0.1-0.3mm为宜);所述节点板插装在支撑节点的两块钢板之间,并令支撑节点的圆孔与节点板槽孔位置一致;所述销轴两端设有一定长度的螺纹,销轴同时穿过节点板的槽孔和支撑节点的圆孔进行连接,且保证销轴在支撑节点两侧伸出的长度一致;所述定位圆环中间设有圆孔,圆孔直径比销轴直径大(大0.1-0.3mm为宜),分别从销轴两侧套入并与支撑节点外侧表面贴紧,通过角焊缝围焊与支撑节点进行连接;所述限位圆环中间开有圆孔,圆孔内设有与销轴直径和螺纹相匹配的内螺纹,在限位圆环上下表面设有一对水平面以方便旋转,其分别从销轴两侧旋转套入并拧紧,直至限位圆环与支撑节点表面贴紧。 The support node is composed of two steel plates arranged in parallel. There is a gap between the steel plates. A slot hole is arranged at the center line of the plate. The diameter of the slot hole is larger than the pin shaft (about 2-5mm larger), and the length of the slot hole is The length direction of the slot hole is consistent with the direction of the support axis; the gusset plate is composed of a steel plate, which is perpendicular to the outer surface of the beam-column flange of the structure and fixed by welding. The geometric shape of the gusset plate consists of two vertical side, two horizontal sides and a hypotenuse, on the perpendicular line of the hypotenuse there is a round hole (0.1-0.3mm larger than the pin diameter is appropriate); the gusset plate is inserted in the support node between the two steel plates, and make the round hole of the support node consistent with the slot hole of the gusset plate; the two ends of the pin are provided with threads of a certain length, and the pin shaft passes through the slot hole of the gusset plate and the round hole of the support node at the same time Connect, and ensure that the length of the pin shaft protruding from both sides of the support node is the same; there is a round hole in the middle of the positioning ring, and the diameter of the round hole is larger than the diameter of the pin shaft (0.1-0.3mm larger), respectively. Both sides of the shaft are nested and tightly attached to the outer surface of the support node, and are connected to the support node through fillet welding; there is a round hole in the middle of the limit ring, and a hole corresponding to the diameter of the pin shaft and the thread is provided in the hole. Matching internal threads, a pair of horizontal planes are provided on the upper and lower surfaces of the limiting ring to facilitate rotation, which are respectively inserted and tightened from both sides of the pin shaft until the limiting ring is tightly attached to the surface of the supporting node.
本实用新型具有以下有益效果:本实用新型具有连接构造简单、安装定位和施工简便、传力直接明确、平面外稳定性及抗震性能好等优点。本实用新型的优点具体表现在以下几个方面: The utility model has the following beneficial effects: the utility model has the advantages of simple connection structure, simple installation and positioning and construction, direct and clear force transmission, good out-of-plane stability and seismic performance. The advantages of the utility model are embodied in the following aspects:
一、采用在支撑节点处开长槽孔的方式可调整上下节点板之间的安装误差,便于销轴的安装; 1. The installation error between the upper and lower gusset plates can be adjusted by opening long slot holes at the support nodes, which is convenient for the installation of the pin shaft;
二、采用套入带圆孔的定位圆环方式,可减小销轴与支撑节点之间的实际间隙; 2. The positioning ring method with a round hole can be used to reduce the actual gap between the pin shaft and the supporting node;
三、采用定位圆环与支撑节点焊接的方式,可把销轴对定位圆环的作用力直接通过焊缝传递给支撑节点,传力直接明确,承载力高,平面外稳定性和抗震性能好。 3. The positioning ring and the supporting node are welded, the force of the pin shaft on the positioning ring can be directly transmitted to the supporting node through the weld, the force transmission is direct and clear, the bearing capacity is high, the out-of-plane stability and the seismic performance are good .
附图说明 Description of drawings
图1是防屈曲支撑的典型构造图;图2~图7是三种典型的防屈曲支撑与结构的连接节点构造图,其中图2为防屈曲支撑销轴连接节点,图3为图2的A-A剖面图,图4是防屈曲支撑焊接连接节点,图5是图4的B-B剖面图,图6是防屈曲支撑螺栓连接节点,图7是图6的C-C剖面图;图8~图11是节点板及其配套销轴构造图,其中图8是节点板构造图,图9是图8的右侧侧视图,图10是销轴的构造图,图11是图10的D-D剖面图;图12~图13是支撑节点的构造图,其中图12是支撑节点正视图,图13是图12的俯视图;图14~图15是定位圆环的构造图,其中图14是定位圆环的正视图,图15是图14的侧视图;图16~图17是限位圆环的构造图,其中图16是限位圆环的正视图,图17是图16的侧视图;图18~图19是本实用新型应用于实际工程的实例图,其中图18是支撑与节点板的连接构造图,图19是图18的E-E剖面图。 Figure 1 is a typical structural diagram of buckling-resistant braces; Figures 2 to 7 are structural diagrams of connection nodes between three typical buckling-resistant braces and structures. A-A sectional view, Fig. 4 is a buckling-resistant bracing welded joint, Fig. 5 is a B-B sectional view of Fig. 4, Fig. 6 is a buckling-resistant bracing bolted joint, Fig. 7 is a C-C sectional view of Fig. 6; Fig. 8 to Fig. 11 are Structural diagram of the gusset plate and its supporting pin shaft, in which Fig. 8 is the structural diagram of the gusset plate, Fig. 9 is the right side view of Fig. 8, Fig. 10 is the structural diagram of the pin shaft, and Fig. 11 is the D-D sectional view of Fig. 10; Fig. Figures 12 to 13 are structural diagrams of supporting nodes, in which Figure 12 is a front view of supporting nodes, Figure 13 is a top view of Figure 12; Figures 14 to 15 are structural diagrams of positioning rings, and Figure 14 is a front view of positioning rings Fig. 15 is a side view of Fig. 14; Fig. 16 to Fig. 17 are structural diagrams of the limit ring, wherein Fig. 16 is a front view of the limit ring, and Fig. 17 is a side view of Fig. 16; Fig. 18 ~ Fig. 19 is an example diagram of the application of the utility model in actual engineering, wherein FIG. 18 is a connection structure diagram of a support and a gusset plate, and FIG. 19 is an E-E sectional view of FIG. 18 .
具体实施方式 detailed description
具体实施方式一:结合图8~图19说明,本实施方式的一种位置可调的防屈曲支撑销轴连接节点,所述连接节点包括:节点板6-1,其开有圆孔6-2;销轴7-1,两端设有螺纹7-2;支撑节点8-1,开有长槽圆孔8-2;定位圆环9-1,在圆心位置开有圆孔9-2;限位圆环10-1,在圆心位置设有带内螺纹的圆孔10-2,圆环上下表面设有一对相互平行的平面10-3。 Specific embodiment 1: In conjunction with Fig. 8 to Fig. 19, a position-adjustable anti-buckling support pin connection node of this embodiment includes: a gusset plate 6-1, which is opened with a round hole 6- 2; pin shaft 7-1, with thread 7-2 at both ends; support node 8-1, with long slotted round hole 8-2; positioning ring 9-1, with round hole 9-2 at the center of the circle ; The limiting ring 10-1 is provided with a round hole 10-2 with an internal thread at the center of the circle, and a pair of parallel planes 10-3 are provided on the upper and lower surfaces of the ring.
所述节点板6-1插装在支撑节点8-1之间的间隙当中,居中布置,且两者的开孔位置一致;销轴7-1同时穿过节点板6-1和支撑节点8-1的预留孔6-2和8-2,居中布置;定位圆环9-1设置在支撑节点8-1的外侧并与其表面贴紧,通过角焊缝11与支撑节点8-1围焊连接;限位圆环10-1设置在定位圆环9-1的外侧并与其表面贴紧。 The gusset plate 6-1 is inserted in the gap between the support nodes 8-1, arranged in the center, and the opening positions of the two are consistent; the pin shaft 7-1 passes through the gusset plate 6-1 and the support node 8 at the same time The reserved holes 6-2 and 8-2 of -1 are arranged in the center; the positioning ring 9-1 is set on the outside of the support node 8-1 and closely attached to its surface, and is surrounded by the support node 8-1 through the fillet weld 11 Welding connection; the limit ring 10-1 is arranged on the outside of the positioning ring 9-1 and is in close contact with its surface.
具体实施方式二:结合图8~图9说明,本实施方式所述节点板6-1由一块钢板组成,其有两条水平边,两条竖直边和一条斜边,在斜边的中垂线上设有圆孔6-2,其直径比销轴7-1直径大0.2mm。如此设置,可减小销轴7-1与节点板6-1之间的连接间隙。 Specific embodiment 2: In conjunction with Fig. 8 to Fig. 9, the gusset plate 6-1 in this embodiment is composed of a steel plate, which has two horizontal sides, two vertical sides and a hypotenuse, and the middle of the hypotenuse Perpendicularly be provided with circular hole 6-2, its diameter is larger than bearing pin 7-1 diameter 0.2mm. Such an arrangement can reduce the connection gap between the pin shaft 7-1 and the gusset plate 6-1.
具体实施方式三:结合图10~图11说明,本实施方式所述销轴7-1,两头设有一定长度的外螺纹7-2。 Specific embodiment three: In conjunction with Fig. 10 to Fig. 11 , the pin shaft 7-1 in this embodiment is provided with external threads 7-2 of a certain length at both ends.
具体实施方式四:结合图12~图13说明,本实施方式所述支撑节点8-1由两块钢板组成,相互平行设置,两者之间留有间隙,间隙宽度至少比节点板6-1厚度大30mm,支撑节点8-1的一端为圆弧面,在支撑节点8-1的中线上设有长槽孔8-2,其方向与支撑长度方向一致,槽孔8-2直径比销轴7-1直径大4mm,槽孔8-2的长度为10mm。如此设置,易于销轴安装。 Specific Embodiment 4: In conjunction with Fig. 12 to Fig. 13, the supporting node 8-1 in this embodiment is composed of two steel plates, which are arranged in parallel with each other, and there is a gap between them, and the width of the gap is at least wider than that of the gusset plate 6-1. The thickness is 30mm larger, and one end of the support node 8-1 is an arc surface, and a long slot 8-2 is arranged on the center line of the support node 8-1, and its direction is consistent with the direction of the length of the support, and the diameter of the slot 8-2 is larger than that of the pin The diameter of the shaft 7-1 is 4 mm, and the length of the slot 8-2 is 10 mm. With such arrangement, it is easy to install the pin shaft.
具体实施方式五:结合图14~图15说明,本实施方式所述定位圆环9-1,在圆心位置设有圆孔9-2,其直径比销轴7-1直径大0.2mm,其厚度应满足支撑的承载力计算要求。如此设置,可减小销轴与支撑节点之间的实际间隙。 Embodiment 5: In conjunction with Fig. 14 to Fig. 15, the positioning ring 9-1 in this embodiment is provided with a round hole 9-2 at the center of the circle, the diameter of which is 0.2 mm larger than that of the pin shaft 7-1, and its The thickness should meet the calculation requirements of the bearing capacity of the support. Such setting can reduce the actual gap between the pin shaft and the supporting node.
具体实施方式六:结合图16~图17说明,本实施方式所述限位圆环10-1,在圆心位置设有圆孔10-2,并设有与销轴7-1两侧螺纹7-2相匹配的内螺纹10-2,限位圆环10-1上下表面设有一对相互平行的平面10-3作为旋转平面。如此设置,可便于销轴固定,并方便现场施工拧紧。 Specific embodiment six: In conjunction with Fig. 16 to Fig. 17, the limiting ring 10-1 in this embodiment is provided with a round hole 10-2 at the center of the circle, and is provided with threads 7 on both sides of the pin shaft 7-1. -2 matched internal threads 10-2, the upper and lower surfaces of the limiting ring 10-1 are provided with a pair of mutually parallel planes 10-3 as rotation planes. Such setting can facilitate the fixing of the pin shaft and facilitate the tightening during on-site construction.
具体实施方式七:结合图18~19说明,本实施方式是将本实用新型安装在实际工程中的一个实施例:节点板6-1插装在支撑节点8-1之间,居中布置;销轴7-1同时穿过节点板6-1的圆孔6-2以及支撑节点8-1的槽孔8-2,并居中布置;定位圆环9-1套在支撑节点8-1外侧,两者相互贴紧并通过角焊缝11围焊连接;限位圆环10-1通过内螺纹10-2与销轴7-1的外螺纹7-2相互咬合拧紧。如此连接,既便于施工安装定位,又可减小销轴与支撑节点之间的实际间隙,实现良好的抗震性能。 Specific implementation mode 7: In conjunction with Figures 18-19, this implementation mode is an example of installing the utility model in an actual project: the gusset plate 6-1 is inserted between the support nodes 8-1 and arranged in the center; the pin The shaft 7-1 passes through the round hole 6-2 of the gusset plate 6-1 and the slot hole 8-2 of the support node 8-1 at the same time, and is arranged in the center; the positioning ring 9-1 is set on the outside of the support node 8-1, The two are closely attached to each other and connected by a fillet weld 11; the limiting ring 10-1 is occluded and tightened with the external thread 7-2 of the pin shaft 7-1 through the internal thread 10-2. Such a connection not only facilitates construction, installation and positioning, but also reduces the actual gap between the pin shaft and the supporting node, achieving good seismic performance.
如图8~图19所示,本实施方式的一种位置可调的防屈曲支撑销轴连接节点的加工方法按照以下步骤实现: As shown in FIGS. 8 to 19 , a method for processing a connection node of a buckling-resistant support pin with an adjustable position in this embodiment is implemented according to the following steps:
步骤一、把节点板6-1与结构梁柱的翼缘表面进行焊接固定; Step 1, welding and fixing the gusset plate 6-1 to the flange surface of the structural beam and column;
步骤二、把支撑吊装到实际施工现场,并令节点板6-1插入到支撑节点8-1的内部间隙当中,穿入销轴同时连接支撑节点8-1和节点板6-1; Step 2: hoist the support to the actual construction site, insert the gusset plate 6-1 into the internal gap of the support node 8-1, penetrate the pin shaft and connect the support node 8-1 and the gusset plate 6-1 at the same time;
步骤三、把定位圆环9-1分别从销轴7-1的两侧套入并与支撑节点8-1外表面贴紧,两者之间通过角焊缝11围焊连接。 Step 3: Sleeve the positioning ring 9-1 from both sides of the pin shaft 7-1 and tightly adhere to the outer surface of the support node 8-1, and connect the two through a fillet weld 11.
步骤四、把限位圆环10-1从销轴两侧旋转拧入并与定位圆环9-1外表面贴紧,最后完成本实用新型的加工及施工安装。 Step 4: Rotate the limiting ring 10-1 from both sides of the pin shaft and screw it in tightly with the outer surface of the positioning ring 9-1, and finally complete the processing, construction and installation of the utility model.
Claims (6)
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520307376.7U CN205012471U (en) | 2015-05-13 | 2015-05-13 | Position adjustable buckling restrained brace round pin axle connected node |
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| CN201520307376.7U CN205012471U (en) | 2015-05-13 | 2015-05-13 | Position adjustable buckling restrained brace round pin axle connected node |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912205A (en) * | 2015-05-13 | 2015-09-16 | 华南理工大学 | Position-adjustable buckling-restrained support pin shaft connecting node |
| CN112627340A (en) * | 2020-12-21 | 2021-04-09 | 同济大学 | Novel friction connection supports multiple post steel frame construction system that sways |
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2015
- 2015-05-13 CN CN201520307376.7U patent/CN205012471U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912205A (en) * | 2015-05-13 | 2015-09-16 | 华南理工大学 | Position-adjustable buckling-restrained support pin shaft connecting node |
| CN112627340A (en) * | 2020-12-21 | 2021-04-09 | 同济大学 | Novel friction connection supports multiple post steel frame construction system that sways |
| CN112627340B (en) * | 2020-12-21 | 2022-04-08 | 同济大学 | A Novel Friction Connection Supported Steel Frame Structure System with Multiple Swing Columns |
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