CN207727803U - A kind of prefabricated assembled anti-buckling steel plate shear force wall - Google Patents
A kind of prefabricated assembled anti-buckling steel plate shear force wall Download PDFInfo
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Abstract
本实用新型公开了一种预制装配式防屈曲钢板剪力墙，包括安装于上下两层框架梁之间的防屈曲钢板墙及其左右两侧相连的钢管混凝土边柱。其中，框架梁处设置梁连接件，钢管混凝土边柱内侧设置柱连接件并在边柱上、下端分别焊接连接板，钢管混凝土边柱上、下端与框架梁通过连接板连接并与框架柱之间留有空隙，防屈曲钢板墙由两块钢筋混凝土板和内嵌钢板通过螺栓连接得到；钢管混凝土边柱、内嵌钢板、钢筋混凝土盖板、梁连接件、柱连接件均在工厂预制完成。本实用新型提出的新型防屈曲钢板剪力墙抗侧承载力高、抗侧刚度大、抗震性能好，可应用于预制装配式建筑中，具有施工简便、施工效率高、施工质量可靠、震后易修复等特点。
The utility model discloses a prefabricated anti-buckling steel plate shear wall, which comprises an anti-buckling steel plate wall installed between upper and lower two-story frame beams and steel pipe concrete side columns connected to the left and right sides. Among them, beam connectors are set at the frame beams, column connectors are set inside the CFST side columns, and connecting plates are welded on the upper and lower ends of the side columns respectively, and the upper and lower ends of the CFST side columns are connected to the frame beams through connecting plates and connected to the frame columns. There is a gap between them, and the buckling-resistant steel plate wall is obtained by connecting two reinforced concrete slabs and embedded steel plates through bolts; the steel pipe concrete side columns, embedded steel plates, reinforced concrete cover plates, beam connectors, and column connectors are all prefabricated in the factory . The new anti-buckling steel plate shear wall proposed by the utility model has high lateral bearing capacity, large lateral rigidity and good seismic performance, and can be applied to prefabricated buildings. It has the advantages of simple construction, high construction efficiency, reliable construction quality, and Easy to repair and so on.
Description
技术领域technical field
本实用新型涉及一种应用在建筑工程结构领域中的预制装配式防屈曲钢板剪力墙及其施工方法，该实用新型尤其适用于高烈度设防地震区的装配式建筑。The utility model relates to a prefabricated buckling-resistant steel plate shear wall applied in the field of building engineering structures and a construction method thereof, and the utility model is especially suitable for prefabricated buildings in high-intensity fortification earthquake areas.
背景技术Background technique
钢板剪力墙是一种新型高效的抗侧力构件，与传统的钢筋混凝土剪力墙相比，具有承载力高、自重小、延性好、抗震性能优越等特点，尤其适用于高烈度抗震设防地区。Steel plate shear wall is a new type of high-efficiency anti-lateral force component. Compared with traditional reinforced concrete shear wall, it has the characteristics of high bearing capacity, small dead weight, good ductility, and superior seismic performance. It is especially suitable for high-intensity seismic fortification area.
目前，防屈曲薄钢板剪力墙应用广泛，但也面临一些问题需进一步解决：首先，钢板剪力墙根据与边缘构件连接情况的不同分为四边或两边连接钢板剪力墙；四边连接钢板剪力墙性能优越，但不利于电梯井、门窗以及过道的布置，同时还会对框架柱产生较大的附加内力；而两边连接防屈曲钢板剪力墙虽便于门窗、过道等洞口的布置，但内嵌钢板由于两侧边没有边缘构件的约束，导致内嵌钢板的性能不能充分发挥，钢板的四个角部应力集中，容易提早发生钢板撕裂，承载力和抗震性能较四边连接防屈曲钢板剪力墙低，因此两边连接钢板剪力墙的性能亟待改善。其次，钢板剪力墙与边缘构件的连接目前大多通过鱼尾板焊接实现，使得现场施工需较多的现场施焊，焊缝质量不易控制并且影响施工效率，阻碍了其在装配式建筑中的应用；并且，焊缝周围区域的残余应力会导致钢板剪力墙性能降低；同时，已有地震调查研究表明焊缝连接易在地震作用下发生脆性破坏，造成建筑严重破坏，不利于震后修复。因此，如上所述钢板剪力墙在连接构造和施工技术方面均面临着亟待进一步改善的问题。At present, buckling-resistant thin steel plate shear walls are widely used, but there are still some problems that need to be further solved: First, steel plate shear walls are divided into four-sided or two-sided connected steel plate shear walls according to the connection with edge members; four-sided connected steel plate shear walls The force wall has superior performance, but it is not conducive to the layout of elevator shafts, doors, windows, and aisles, and it will also generate a large additional internal force on the frame column; while the buckling-resistant steel plate shear wall connected on both sides is convenient for the layout of doors, windows, aisles, etc. Since the embedded steel plate is not constrained by the edge members on both sides, the performance of the embedded steel plate cannot be fully exerted. The stress concentration at the four corners of the steel plate is prone to early tearing of the steel plate. The shear wall is low, so the performance of the steel plate shear wall connected on both sides needs to be improved urgently. Secondly, the connection between the steel plate shear wall and the edge members is mostly realized by welding fishplates, which requires more on-site welding for on-site construction, and the quality of the welds is not easy to control and affects the construction efficiency, which hinders its application in prefabricated buildings. In addition, the residual stress in the area around the weld will reduce the performance of the steel plate shear wall; at the same time, existing seismic investigations have shown that the weld connection is prone to brittle failure under earthquake action, causing serious damage to the building, which is not conducive to post-earthquake repairs . Therefore, as mentioned above, the steel plate shear wall is facing problems that need to be further improved in terms of connection structure and construction technology.
实用新型内容Utility model content
本实用新型针对上述问题，提出了一种预制装配式防屈曲钢板剪力墙及其施工方法；该钢板剪力墙不但能使钢板剪力墙在不与框架柱连接的情况下满足四边连接的约束条件，并能应用于装配式建筑中具有震后易修复的优点。本实用新型的预制装配式防屈曲钢板剪力墙，包括安装于上下两层框架梁之间的防屈曲钢板墙及其左右两侧相连的钢管混凝土边柱；其中，框架梁处设置梁连接件，钢管混凝土边柱内侧设置柱连接件并在边柱上、下端分别焊接连接板，钢管混凝土边柱上、下端与框架梁通过连接板连接并与框架柱之间留有空隙，防屈曲钢板墙由两块钢筋混凝土板和内嵌钢板通过螺栓连接得到；所述钢管混凝土边柱、内嵌钢板、钢筋混凝土盖板、梁连接件、柱连接件均在工厂预制完成。In view of the above problems, the utility model proposes a prefabricated anti-buckling steel plate shear wall and its construction method; Constraint conditions, and can be applied to prefabricated buildings with the advantage of easy repair after earthquake. The prefabricated anti-buckling steel plate shear wall of the utility model includes the buckling-resistant steel plate wall installed between the upper and lower frame beams and the steel pipe concrete side columns connected on the left and right sides; wherein, the frame beams are provided with beam connectors , the inner side of the concrete-filled steel pipe side column is provided with column connectors and the upper and lower ends of the side column are respectively welded with connecting plates. It is obtained by connecting two reinforced concrete slabs and embedded steel plates through bolts; the steel pipe concrete side columns, embedded steel plates, reinforced concrete cover plates, beam connectors, and column connectors are all prefabricated in the factory.
一种预制装配式防屈曲钢板剪力墙，包括安装于上下两层框架梁1、框架柱 2之间的钢管混凝土边柱3、梁连接件4、柱连接件5、连接板6、长圆形螺栓孔 7、高强螺栓8、内嵌钢板9、钢筋混凝土盖板10、加劲肋11、圆形螺栓孔12、防屈曲钢板墙13；A prefabricated buckling-resistant steel plate shear wall, including steel pipe concrete side columns 3 installed between the frame beams 1 and frame columns 2 of the upper and lower floors, beam connectors 4, column connectors 5, connecting plates 6, oblong Shaped bolt holes 7, high-strength bolts 8, embedded steel plates 9, reinforced concrete cover plates 10, stiffeners 11, circular bolt holes 12, buckling-resistant steel plate walls 13;
钢板墙的内嵌钢板9的上部均匀开有长圆形螺栓孔7，下部、左部、右部及中间区域均匀开有圆形螺栓孔12；所述的内嵌钢板9与上部的梁连接件4采用高强螺栓8承压型连接，其与下部的梁连接件4采用高强螺栓8摩擦型连接；内嵌钢板9通过柱连接件5采用高强螺栓8和左、右两侧的钢管混凝土边柱3 摩擦型连接；内嵌钢板9两侧通过高强螺栓8定位安装有钢筋混凝土盖板10，以限制内嵌钢板9的平面外变形，形成防屈曲钢板剪力墙；The upper part of the embedded steel plate 9 of the steel plate wall is uniformly provided with oblong bolt holes 7, and the lower part, left part, right part and the middle area are uniformly provided with circular bolt holes 12; the embedded steel plate 9 is connected with the upper beam Part 4 is connected by high-strength bolts 8 under pressure, and it is connected with the lower beam connector 4 by high-strength bolts 8 friction type; the embedded steel plate 9 is connected by high-strength bolts 8 and the steel pipe concrete edges on the left and right sides through the column connector 5 Column 3 is frictionally connected; both sides of the embedded steel plate 9 are positioned and installed with reinforced concrete cover 10 by high-strength bolts 8 to limit the out-of-plane deformation of the embedded steel plate 9 and form a buckling-resistant steel plate shear wall;
所述的柱连接件5为两块长条形钢板，沿着长度方向开有圆形螺栓孔12；所述的钢管混凝土边柱3的两端设有连接板6，连接板6与框架梁1通过高强螺栓8摩擦型连接，并在钢管混凝土边柱3的底部设置加劲肋11；所述的钢管混凝土边柱3、加劲肋11、柱连接件5和连接板6焊接组装；The column connector 5 is two long steel plates with circular bolt holes 12 along the length direction; the two ends of the steel pipe concrete side column 3 are provided with a connecting plate 6, and the connecting plate 6 is connected to the frame beam 1. Friction-type connection by high-strength bolts 8, and a stiffener 11 is provided at the bottom of the steel pipe concrete side column 3; the steel pipe concrete side column 3, stiffener 11, column connector 5 and connecting plate 6 are welded and assembled;
所述的梁连接件4为两块角钢，角钢的一肢开有长圆形螺栓孔7，另一肢开有圆形螺栓孔12；梁连接件4与框架梁1采用高强螺栓8摩擦型连接；The beam connector 4 is two pieces of angle steel, one limb of the angle steel has an oblong bolt hole 7, and the other limb has a circular bolt hole 12; the beam connector 4 and the frame beam 1 adopt high-strength bolts 8 friction type connect;
地震作用后防屈曲钢板墙遭到破坏，只需将内嵌钢板9与四周连接所用的高强螺栓8拧开，拆下损坏的防屈曲钢板墙14，然后更换新的防屈曲钢板墙13，用高强螺栓8与四周重新连接，即可修复；若地震后防屈曲钢板墙13和钢管混凝土边柱3都遭到破坏，只需将损坏的钢管混凝土边柱15与上、下框架梁1连接所用的高强螺栓8以及内嵌钢板9与梁连接件4连接所用的高强螺栓8拧开，拆下损坏的钢管混凝土边柱15和损坏的防屈曲钢板墙14，然后更换新的钢管混凝土边柱3和防屈曲钢板墙13，即可修复。After the earthquake, the anti-buckling steel plate wall is damaged, it is only necessary to unscrew the high-strength bolts 8 used to connect the embedded steel plate 9 to the surroundings, remove the damaged buckling-resistant steel plate wall 14, and then replace the new buckling-resistant steel plate wall 13 with The high-strength bolts 8 can be repaired by reconnecting the surroundings; if the anti-buckling steel plate wall 13 and the steel tube concrete side column 3 are damaged after the earthquake, it is only necessary to connect the damaged steel tube concrete side column 15 with the upper and lower frame beams 1 Unscrew the high-strength bolts 8 and the high-strength bolts 8 used to connect the embedded steel plate 9 to the beam connector 4, remove the damaged steel tube concrete side column 15 and the damaged buckling-resistant steel plate wall 14, and then replace the new steel tube concrete side column 3 And the buckling-resistant steel plate wall 13 can be repaired.
一种预制装配式防屈曲钢板剪力墙的施工方法，步骤如下：A construction method of a prefabricated buckling-resistant steel plate shear wall, the steps are as follows:
(1)在上、下框架梁1处设置梁连接件4，梁连接件4开有圆形螺栓孔12的一肢分别与上、下框架梁1采用高强螺栓8连接；(1) Beam connectors 4 are arranged at the upper and lower frame beams 1, and the limbs of the beam connectors 4 with circular bolt holes 12 are respectively connected with the upper and lower frame beams 1 by high-strength bolts 8;
(2)定位安装内嵌钢板9，通过高强螺栓8将梁连接件4有开长圆形螺栓孔的一肢分别与内嵌钢板9的上、下端对应连接在一起；(2) Position and install the embedded steel plate 9, and connect the upper and lower ends of the embedded steel plate 9 with the upper and lower ends of the embedded steel plate 9 respectively through the high-strength bolts 8;
(3)定位安装左、右钢管混凝土边柱3，其侧边焊接的柱连接件5与内嵌钢板 9通过高强螺栓8连接，左、右钢管混凝土边柱3上、下端的连接板6分别与上、下框架梁1通过高强螺栓8连接；(3) Positioning and installing the left and right concrete-filled steel tube side columns 3, the column connectors 5 welded on the sides and the embedded steel plates 9 are connected by high-strength bolts 8, and the connecting plates 6 at the upper and lower ends of the left and right steel tube concrete side columns 3 are respectively Connect with the upper and lower frame beams 1 through high-strength bolts 8;
(4)最后在内嵌钢板9的两侧定位安装钢筋混凝土盖板10，以限制内嵌钢板 9的平面外变形，形成防屈曲钢板剪力墙，钢筋混凝土盖板10与内嵌钢板9通过高强螺栓8连接。(4) Finally, the reinforced concrete cover plate 10 is positioned and installed on both sides of the embedded steel plate 9 to limit the out-of-plane deformation of the embedded steel plate 9 to form a buckling-resistant steel plate shear wall, and the reinforced concrete cover plate 10 and the embedded steel plate 9 pass through High-strength bolt 8 connection.
本实用新型的有益效果在于，与现有技术相比，本实用新型提出的预制装配式防屈曲钢板剪力墙：(1)既能满足建筑平面布置灵活的要求，还能使钢板墙在不对框架产生附加内力的同时满足四边约束的边界条件，具有良好的抗震性能和较高的承载力；(2)钢板墙的各个部件在工厂预制、在现场拼接，具有施工质量易控制，施工简便，施工效率高等优点，可应用于装配式建筑等；(3)在高烈度抗震设防区应用本实用新型时，可使结构具有良好的抗震性能。The beneficial effect of the utility model is that, compared with the prior art, the prefabricated anti-buckling steel plate shear wall proposed by the utility model: (1) can not only meet the requirements of flexible building layout, but also make the steel plate wall The frame generates additional internal forces while satisfying the boundary conditions of four-sided constraints, and has good seismic performance and high bearing capacity; (2) The various components of the steel plate wall are prefabricated in the factory and spliced on site, which has the advantages of easy control of construction quality and simple construction. It has the advantages of high construction efficiency and can be applied to prefabricated buildings, etc.; (3) When the utility model is applied in high-intensity earthquake-resistant fortified areas, the structure can have good earthquake-resistant performance.
附图说明Description of drawings
图1为本实用新型的预制装配式防屈曲钢板剪力墙各模块待组装示意图。Fig. 1 is a schematic diagram of each module of the prefabricated anti-buckling steel plate shear wall of the present invention to be assembled.
图2为组装后的本实用新型的预制装配式防屈曲钢板剪力墙示意图。Fig. 2 is a schematic diagram of the assembled prefabricated anti-buckling steel plate shear wall of the present invention.
图3为本实用新型的钢管混凝土边柱示意图。Fig. 3 is a schematic diagram of a steel pipe concrete side column of the present invention.
图4为本实用新型的梁连接件示意图。Fig. 4 is a schematic diagram of the beam connector of the present invention.
图5为本实用新型的内嵌钢板示意图。Fig. 5 is a schematic diagram of the embedded steel plate of the present invention.
图6为本实用新型的预制装配式防屈曲钢板剪力墙在震后其内嵌钢板、钢筋混凝土盖板发生损坏时的修复示意图。Fig. 6 is a schematic diagram of the repair of the prefabricated buckling-resistant steel plate shear wall of the present invention when the embedded steel plate and reinforced concrete cover plate are damaged after the earthquake.
图7为本实用新型的预制装配式防屈曲钢板剪力墙在震后其内嵌钢板、钢筋混凝土盖板、两端边柱都发生损坏时的修复示意图。Fig. 7 is a schematic diagram of the repair of the prefabricated buckling-resistant steel plate shear wall of the present invention when the embedded steel plate, reinforced concrete cover plate, and side columns at both ends are damaged after the earthquake.
图中：1框架梁；2框架柱；3钢管混凝土边柱；4梁连接件；5柱连接件；In the figure: 1 frame beam; 2 frame column; 3 steel pipe concrete side column; 4 beam connector; 5 column connector;
6连接板；7长圆形螺栓孔；8高强螺栓；9内嵌钢板；10钢筋混凝土盖板；6 connecting plate; 7 oblong bolt hole; 8 high-strength bolt; 9 embedded steel plate; 10 reinforced concrete cover plate;
11加劲肋；12圆形螺栓孔；13防屈曲钢板墙；14损坏的防屈曲钢板墙；11 Stiffener; 12 Round bolt holes; 13 Buckling-resistant steel plate wall; 14 Damaged buckling-resistant steel plate wall;
15损坏的钢管混凝土边柱。15 Damaged CFST side columns.
具体实施方式Detailed ways
为了让本实用新型的上述特征和优点更明显易懂，下文结合附图对本实用新型的技术方案作详细说明：In order to make the above-mentioned features and advantages of the utility model more obvious and understandable, the technical solution of the utility model is described in detail below in conjunction with the accompanying drawings:
如图1～5所示，一种预制装配式防屈曲钢板剪力墙所述的上、下框架梁1 处设置梁连接件4，所述的左、右钢管混凝土边柱3内侧设置柱连接件5，并在柱连接件5的上、下端分别焊接一块连接板6；所述的防屈曲钢板墙13由两块钢筋混凝土板10和内嵌钢板9通过高强螺栓8连接得到；所述的内嵌钢9通过梁连接件4采用高强螺栓8和上、下框架梁1相连；所述的内嵌钢板9通过柱连接件5采用高强螺栓8和左、右钢管混凝土边柱3相连；所述的左、右钢管混凝土边柱3的上、下连接板6与框架梁1通过高强螺栓8连接，并在柱底设置加劲肋11。As shown in Figures 1 to 5, the upper and lower frame beams 1 of a prefabricated buckling-resistant steel plate shear wall are provided with beam connectors 4, and the inner sides of the left and right steel pipe concrete side columns 3 are provided with column connections. 5, and a connecting plate 6 is welded at the upper and lower ends of the column connector 5; the buckling-resistant steel plate wall 13 is obtained by connecting two reinforced concrete plates 10 and embedded steel plates 9 through high-strength bolts 8; The embedded steel 9 is connected to the upper and lower frame beams 1 by high-strength bolts 8 through the beam connector 4; the embedded steel plate 9 is connected to the left and right steel pipe concrete side columns 3 by high-strength bolts 8 through the column connector 5; The above-mentioned upper and lower connecting plates 6 of the left and right concrete-filled steel pipe side columns 3 are connected with the frame beam 1 through high-strength bolts 8, and stiffeners 11 are arranged at the bottom of the columns.
在本实用新型实施例中：所述的梁连接件4为两块角钢，角钢的一肢预开长圆形螺栓孔7，另一肢预开圆形螺栓孔12。所述的柱连接件5为两块长条形钢板，沿着长度方向开长圆形孔12。In the embodiment of the present invention: the beam connector 4 is two pieces of angle steel, one limb of the angle steel is pre-opened with an oblong bolt hole 7, and the other limb is pre-opened with a circular bolt hole 12. The column connector 5 is two long steel plates with oblong holes 12 along the length direction.
所述的内嵌钢板9在上部与框架梁1连接的部位预开长圆形螺栓孔7，在下部与框架梁1连接的部位预开圆形螺栓孔12，内嵌钢板9在左部、右部和钢管混凝土边柱3的连接部位预开圆形螺栓孔12，内嵌钢板9在与钢筋混凝土盖板 10连接的区域预开圆形螺栓孔12。内嵌钢板9与上部的梁连接件4的螺栓连接为高强螺栓承压型连接；内嵌钢板9与下部的梁连接件4的螺栓连接、内嵌钢板9与柱连接件5的螺栓连接、连接板6与框架梁1的螺栓连接均为高强螺栓摩擦型连接。The embedded steel plate 9 pre-opens the oblong bolt hole 7 at the position where the upper part is connected with the frame beam 1, and pre-opens the circular bolt hole 12 at the position where the lower part is connected with the frame beam 1, and the embedded steel plate 9 is at the left, Circular bolt holes 12 are pre-opened at the connection position between the right part and the steel pipe concrete side column 3, and the circular bolt holes 12 are pre-opened in the area where the embedded steel plate 9 is connected with the reinforced concrete cover plate 10. The bolted connection between the embedded steel plate 9 and the upper beam connector 4 is a high-strength bolt pressure-bearing connection; the bolted connection between the embedded steel plate 9 and the lower beam connector 4, the bolted connection between the embedded steel plate 9 and the column connector 5, The bolt connections between the connecting plate 6 and the frame beam 1 are high-strength bolt friction connections.
所述的钢管混凝土边柱3、内嵌钢板9、钢筋混凝土盖板10、梁连接件4、柱连接件5在工厂预制完成，待施工前运往施工现场；所述的钢管混凝土边柱3 及其柱底加劲肋11、柱连接件5和上、下连接板6在工厂预先焊接组装成一个整体。The concrete-filled steel pipe side column 3, the embedded steel plate 9, the reinforced concrete cover plate 10, the beam connector 4, and the column connector 5 are prefabricated in the factory and are transported to the construction site before construction; the steel pipe concrete side column 3 and The stiffener 11 at the bottom of the column, the column connector 5 and the upper and lower connecting plates 6 are pre-welded and assembled into a whole in the factory.
如图1～5所示，一种预制装配式防屈曲钢板剪力墙，其施工按照以下步骤进行：As shown in Figures 1 to 5, a prefabricated buckling-resistant steel plate shear wall is constructed according to the following steps:
(1)在上、下框架梁1内侧设置梁连接件4即两块角钢，梁连接件4开圆形螺栓孔12的一肢与上、下框架梁1采用高强螺栓8连接；(1) A beam connector 4, that is, two pieces of angle steel, is arranged on the inside of the upper and lower frame beams 1, and one limb of the beam connector 4 with a circular bolt hole 12 is connected with the upper and lower frame beams 1 by high-strength bolts 8;
(2)定位安装内嵌钢板9，通过高强螺栓8将梁连接件4开长圆形螺栓孔7 的一肢与内嵌钢板9的上、下端连接在一起；(2) Position and install the embedded steel plate 9, connect the upper and lower ends of the beam connector 4 with the oblong bolt hole 7 with the upper and lower ends of the embedded steel plate 9 by high-strength bolts 8;
(3)定位安装左、右钢管混凝土边柱3，其侧边焊接的柱连接件5与内嵌钢板 9通过高强螺栓8连接，左、右钢管混凝土柱边柱3上、下端的连接板6与上、下框架梁1通过高强螺栓8连接；(3) Position and install the left and right concrete-filled steel pipe side columns 3, the column connectors 5 welded on the sides and the embedded steel plates 9 are connected by high-strength bolts 8, and the connecting plates 6 at the upper and lower ends of the left and right steel tube concrete-filled column side columns 3 Connect with the upper and lower frame beams 1 through high-strength bolts 8;
(4)最后在内嵌钢板9的两侧定位安装钢筋混凝土盖板10，以限制内嵌钢板的平面外变形，形成防屈曲钢板剪力墙13，钢筋混凝土盖板10与内嵌钢板9通过高强螺栓8连接。(4) Finally, the reinforced concrete cover plate 10 is positioned and installed on both sides of the embedded steel plate 9 to limit the out-of-plane deformation of the embedded steel plate to form a buckling-resistant steel plate shear wall 13, and the reinforced concrete cover plate 10 and the embedded steel plate 9 pass through High-strength bolt 8 connection.
如图6所示，在地震灾害作用下，装配式防屈曲钢板剪力墙可作为第一道抗震防线，通过内嵌钢板9的屈服进行耗能减震。地震后，只有内嵌钢板9和钢板混凝土盖板10发生损坏时，可对建筑结构进行快速修复：只需拧开内嵌钢板9与梁连接件4之间的高强螺栓8以及内嵌钢板9与左、右柱连接件5之间的高强螺栓8，将损坏的防屈曲钢板墙14拆下，最后再将内嵌钢板9和钢筋混凝土盖板10预制成的新的防屈曲钢板墙13安装好即可。As shown in Figure 6, under the action of earthquake disasters, the prefabricated anti-buckling steel plate shear wall can be used as the first line of anti-seismic defense, and the energy dissipation and shock absorption can be performed through the yield of the embedded steel plate 9. After the earthquake, only when the embedded steel plate 9 and the steel plate concrete cover 10 are damaged, the building structure can be quickly repaired: only the high-strength bolt 8 between the embedded steel plate 9 and the beam connector 4 and the embedded steel plate 9 need to be unscrewed Remove the damaged buckling-resistant steel plate wall 14 from the high-strength bolts 8 between the left and right column connectors 5, and finally prefabricate the new buckling-resistant steel plate wall 13 with the embedded steel plate 9 and reinforced concrete cover plate 10 Just install it.
如图7所示，当地震作用较大时，内嵌钢板9、钢筋混凝土盖板10以及钢管混凝土边柱3都发生损坏时，同样可以对建筑结构进行快速修复：将内嵌钢板9与梁连接件4连接的高强螺栓8以及左、右钢管混凝土边柱3的上、下连接板与框架梁1相连接的高强螺栓8拧开，拆下损坏的左、右钢管混凝土边柱 15以及损坏的防屈曲钢板墙14，最后再将新的钢管混凝土边柱3和新的防屈曲钢板墙13按照步骤(1)、(2)、(3)、(4)重新连接，即可修复。As shown in Figure 7, when the earthquake action is large, when the embedded steel plate 9, the reinforced concrete cover plate 10 and the steel pipe concrete side column 3 are all damaged, the building structure can also be quickly repaired: the embedded steel plate 9 and the beam Unscrew the high-strength bolts 8 connected by the connecting piece 4 and the high-strength bolts 8 connecting the upper and lower connecting plates of the left and right CFST side columns 3 to the frame beam 1, and remove the damaged left and right CFST side columns 15 and the damaged The buckling-resistant steel plate wall 14, and finally the new steel pipe concrete side column 3 and the new buckling-resistant steel plate wall 13 are reconnected according to steps (1), (2), (3), and (4) to repair.
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107829508A (en) * | 2017-12-19 | 2018-03-23 | 大连理工大学 | A kind of prefabricated assembled anti-buckling steel plate shear force wall and its construction method |
| CN110056234A (en) * | 2019-03-19 | 2019-07-26 | 上海大学 | A kind of buckling-restrained steel plate wall reinforces the connecting node of existing frame structure |
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| CN118148257A (en) * | 2024-04-17 | 2024-06-07 | 哈尔滨工业大学(深圳)(哈尔滨工业大学深圳科技创新研究院) | A modular building unit with embedded shear walls |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107829508A (en) * | 2017-12-19 | 2018-03-23 | 大连理工大学 | A kind of prefabricated assembled anti-buckling steel plate shear force wall and its construction method |
| CN110056234A (en) * | 2019-03-19 | 2019-07-26 | 上海大学 | A kind of buckling-restrained steel plate wall reinforces the connecting node of existing frame structure |
| CN113622547A (en) * | 2021-08-13 | 2021-11-09 | 长安大学 | A steel frame recoverable functional strong and tough composite material anti-lateral force wall |
| CN117867960A (en) * | 2024-01-22 | 2024-04-12 | 南京航空航天大学 | Anti-slip hybrid high-strength bolt connection node and construction method thereof |
| CN117867960B (en) * | 2024-01-22 | 2025-07-04 | 南京航空航天大学 | Anti-slip hybrid high-strength bolt connection node and construction method thereof |
| CN118148257A (en) * | 2024-04-17 | 2024-06-07 | 哈尔滨工业大学(深圳)(哈尔滨工业大学深圳科技创新研究院) | A modular building unit with embedded shear walls |
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