CN207988164U - Undaform steel plate combined shear wall-beam splices node - Google Patents
Undaform steel plate combined shear wall-beam splices node Download PDFInfo
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Abstract
本实用新型涉及建筑结构技术领域，具体涉及波浪型钢板组合剪力墙‑梁拼接节点，包括钢梁和波浪型钢板组合剪力墙，波浪型钢板组合剪力墙的前、后侧面分别焊接有第一侧板和第二侧板，第一侧板和第二侧板的两端均外伸出波浪型钢板组合剪力墙的边缘；波浪型钢板组合剪力墙包括正对设置的两块波浪型钢板，两块波浪型钢板上的凹槽正对，凹槽沿竖向设置，两端均焊接有方钢，两块波浪型钢板与两根方钢之间形成有空腔，该空腔以及方钢的内腔中均填充有混凝土；两块波浪型钢板在凹槽处通过对穿螺栓连接；第一侧板和第二侧板与波浪型钢板和方钢均焊接，且两端与波浪型钢板组合剪力墙两侧的钢梁分别焊接。该拼接节点具有使剪力墙体结构稳定，不易变形的特点。
The utility model relates to the technical field of building structures, in particular to a wave-shaped steel plate composite shear wall-beam splicing node, including a steel beam and a wave-shaped steel plate composite shear wall, and the front and rear sides of the wave-shaped steel plate composite shear wall are welded respectively. The first side plate and the second side plate, both ends of the first side plate and the second side plate protrude from the edge of the wave-shaped steel plate combined shear wall; the wave-shaped steel plate combined shear wall consists of two Corrugated steel plate, the grooves on the two corrugated steel plates are facing each other, the grooves are arranged vertically, square steel is welded at both ends, a cavity is formed between the two corrugated steel plates and the two square steel, the cavity Both the cavity and the inner cavity of the square steel are filled with concrete; the two corrugated steel plates are connected by through bolts at the groove; the first side plate and the second side plate are welded to the corrugated steel plate and the square steel, and both ends The steel beams on both sides of the combined shear wall with corrugated steel plates are welded separately. The splicing joint has the characteristics of making the shear wall structure stable and not easily deformed.
Description
技术领域technical field
本实用新型涉及建筑结构技术领域，具体涉及波浪型钢板组合剪力墙-梁拼接节点。The utility model relates to the technical field of building structures, in particular to a wave-shaped steel plate composite shear wall-beam splicing node.
背景技术Background technique
在现有建筑物的墙体构造中，通常将剪力墙体预先在工厂中进行单独加工，然后在施工现场将加工好的剪力墙体与钢梁进行连接固定，从而形成建筑物的墙体构造，但是现有的剪力墙体存在结构复杂，加工难度大，成本高，而且在浇筑混凝土后墙面容易鼓起变形，导致剪力墙体的结构不稳定，剪力墙体与钢梁连接结构复杂，施工难度较高，造成施工周期长，成本高。In the wall structure of existing buildings, the shear walls are usually pre-processed separately in the factory, and then the processed shear walls are connected and fixed to the steel beams at the construction site to form the walls of the building. body structure, but the existing shear walls have complex structure, difficult processing, high cost, and the wall is easy to bulge and deform after pouring concrete, resulting in unstable structure of the shear wall, and the shear wall and steel The beam connection structure is complex and the construction is difficult, resulting in long construction period and high cost.
发明内容Contents of the invention
为解决现有技术中存在的问题，本实用新型的目的在于提供波浪型钢板组合剪力墙-梁拼接节点，该拼接节点具有使剪力墙体结构稳定，不易变形的特点。In order to solve the problems existing in the prior art, the purpose of the utility model is to provide a corrugated steel plate composite shear wall-beam joint, which has the characteristics of making the shear wall structure stable and not easily deformed.
本实用新型所采用的技术方案如下：The technical scheme adopted in the utility model is as follows:
波浪型钢板组合剪力墙-梁拼接节点，包括钢梁和波浪型钢板组合剪力墙，波浪型钢板组合剪力墙设置在两段钢梁之间；The corrugated steel plate composite shear wall-beam splicing node includes steel beams and corrugated steel plate composite shear walls, and the corrugated steel plate composite shear wall is set between two sections of steel beams;
波浪型钢板组合剪力墙包括正对设置的两块波浪型钢板，两块波浪型钢板上的凹槽正对，凹槽沿竖向设置，两块波浪型钢板在凹槽处通过对穿螺栓连接；The wave-shaped steel plate composite shear wall includes two wave-shaped steel plates facing each other. The grooves on the two wave-shaped steel plates are facing each other. The grooves are arranged vertically. The two wave-shaped steel plates pass through the bolts at the grooves connect;
波浪型钢板的两端均焊接有方钢，两块波浪型钢板与两根方钢之间形成有空腔，该空腔以及方钢的内腔中均填充有混凝土；The two ends of the corrugated steel plate are welded with square steel, and a cavity is formed between the two corrugated steel plates and the two square steel, and the cavity and the inner cavity of the square steel are filled with concrete;
两块波浪型钢板上分别焊接有第一侧板和第二侧板，第一侧板和第二侧板还分别与波浪型钢板两端的方钢焊接，第一侧板和第二侧板的两端均外伸出方钢的边缘，并分别与波浪型钢板组合剪力墙两侧的两段钢梁焊接。The first side plate and the second side plate are respectively welded on the two corrugated steel plates, and the first side plate and the second side plate are respectively welded to the square steel at both ends of the corrugated steel plate. Both ends protrude from the edge of the square steel, and are respectively welded to two sections of steel beams on both sides of the corrugated steel composite shear wall.
所述钢梁为H型钢或工字钢，钢梁的腹板两侧焊接有角钢，角钢处于第一侧板和第二侧板的端部所在位置，角钢的第一侧边与钢梁的腹板垂直，第二侧边与钢梁的腹板平行，第二侧边的外表面与第一侧板或第二侧板焊接。The steel beam is H-shaped steel or I-beam. Angle steel is welded on both sides of the web of the steel beam. The angle steel is at the end of the first side plate and the second side plate. The web is vertical, the second side is parallel to the web of the steel beam, and the outer surface of the second side is welded to the first side plate or the second side plate.
所述第一侧边与钢梁之间为角焊接，第二侧边与第一侧板之间为角焊接。There is a fillet weld between the first side and the steel beam, and a fillet weld between the second side and the first side plate.
所述钢梁的上表面设置有盖板，盖板处于第一侧板和第二侧板之间，盖板的两侧分别与第一侧板和第二侧板焊接。The upper surface of the steel beam is provided with a cover plate, the cover plate is located between the first side plate and the second side plate, and the two sides of the cover plate are respectively welded to the first side plate and the second side plate.
盖板与第一侧板和第二侧板之间的焊接方式为角焊接。The welding method between the cover plate and the first side plate and the second side plate is fillet welding.
所述钢梁的下表面设置有托板，托板处于第一侧板和第二侧板之间，托板的两侧分别与第一侧板和第二侧板焊接。The lower surface of the steel beam is provided with a support plate, the support plate is located between the first side plate and the second side plate, and the two sides of the support plate are respectively welded to the first side plate and the second side plate.
托板与第一侧板和第二侧板之间的焊接方式为角焊接。The welding method between the supporting plate and the first side plate and the second side plate is fillet welding.
第一侧板和第二侧板分别与波浪型钢板和方钢的焊接方式为角焊接。The first side plate and the second side plate are respectively welded to the corrugated steel plate and the square steel by corner welding.
所述凹槽的截面形状为等腰梯形。The cross-sectional shape of the groove is an isosceles trapezoid.
与现有技术相比，本实用新型具有如下有益效果：Compared with the prior art, the utility model has the following beneficial effects:
本实用新型的波浪型钢板组合剪力墙-梁拼接节点的波浪型钢板组合剪力墙通过设置两块波浪型钢板作为墙面，两块波浪型钢板上的凹槽正对，在凹槽处通过对穿螺栓连接，因此，该波浪型钢板组合剪力墙的墙面具有较强的抗变形能力，在浇筑混凝土时不易发生鼓起变形，而且波浪型钢板上的凹槽还能够用于走管线，无需额外设计管线槽，因此还能够节省工时，节约成本；波浪型钢板组合剪力墙在波浪型钢板两端设置方钢作为墙柱，因此使得整个波浪型钢板组合剪力墙结构简单，不用特别加工零件，预制方便，节省工时；整个波浪型钢板组合剪力墙与钢梁之间通过第一侧板和第二侧板焊接，因此使得波浪型钢板组合剪力墙-梁拼接节点具有施工方便，整体强度高的特点。The wave-shaped steel plate composite shear wall of the utility model is a wave-shaped steel plate combined shear wall-beam splicing node. By setting two wave-shaped steel plates as the wall surface, the grooves on the two wave-shaped steel plates are facing each other. Through the bolt connection, therefore, the wall surface of the corrugated steel plate composite shear wall has strong deformation resistance, and it is not easy to bulge and deform when pouring concrete, and the groove on the corrugated steel plate can also be used for walking Pipelines do not require additional design of pipeline grooves, so it can save man-hours and cost; the corrugated steel plate composite shear wall is equipped with square steel as wall columns at both ends of the corrugated steel plate, so the structure of the entire corrugated steel plate composite shear wall is simple. There is no special processing of parts, convenient prefabrication, and time-saving; the entire corrugated steel plate composite shear wall and the steel beam are welded by the first side plate and the second side plate, so that the corrugated steel plate composite shear wall-beam splicing node has It is characterized by convenient construction and high overall strength.
进一步的，钢梁为H型钢或工字钢，钢梁与第一侧板和第二侧板之间通过角钢焊接，角钢处于第一侧板和第二侧板的端部所在位置，因此，在施工时，便于将角钢与第一侧板和第二侧板的端部焊接，施工方便。Further, the steel beam is H-shaped steel or I-beam, and the steel beam is welded to the first side plate and the second side plate through angle steel, and the angle steel is at the end of the first side plate and the second side plate. Therefore, During construction, it is convenient to weld the angle steel with the ends of the first side plate and the second side plate, and the construction is convenient.
进一步的，钢梁的上表面设置有盖板，盖板与第一侧板和第二侧板焊接，因此，通过盖板能够进一步保证波浪型钢板组合剪力墙-梁拼接节点的连接强度，以及钢梁和波浪型钢板组合剪力墙之间的位置度。Further, the upper surface of the steel beam is provided with a cover plate, and the cover plate is welded to the first side plate and the second side plate. Therefore, the connection strength of the corrugated steel plate combined shear wall-beam joint can be further ensured through the cover plate. And the position degree between the steel beam and the corrugated steel plate composite shear wall.
进一步的，钢梁的下表面设置有托板，托板与第一侧板和第二侧板焊接，因此，通过托板能够进一步保证波浪型钢板组合剪力墙-梁拼接节点的连接强度，以及钢梁和波浪型钢板组合剪力墙之间的位置度。Further, the lower surface of the steel beam is provided with a supporting plate, and the supporting plate is welded to the first side plate and the second side plate. Therefore, the supporting plate can further ensure the connection strength of the corrugated steel plate composite shear wall-beam splicing node, And the position degree between the steel beam and the corrugated steel plate composite shear wall.
附图说明Description of drawings
图1为本实用新型的波浪型钢板组合剪力墙-梁拼接节点的主视图；Fig. 1 is the front view of the corrugated steel plate composite shear wall-beam splicing node of the present invention;
图2为图1中沿1-1截面向下的俯视图。Fig. 2 is a top view down the section 1-1 in Fig. 1 .
其中，1-钢5梁，2-波浪型钢板组合剪力墙，3-波浪型钢板，3-1-凹槽，4-方钢，5-混凝土，6-第一侧板，6-1-第二侧板，7-对穿螺栓，8-角钢，8-1-第一侧边，8-2-第二侧边，9-盖板，10-托板。Among them, 1-steel 5 beams, 2-wave steel plate composite shear wall, 3-wave steel plate, 3-1-groove, 4-square steel, 5-concrete, 6-first side plate, 6-1 - the second side plate, 7 - cross bolts, 8 - angle steel, 8-1 - the first side, 8-2 - the second side, 9 - the cover plate, 10 - the supporting plate.
具体实施方式Detailed ways
下面结合附图来对本实用新型作进一步的说明。Below in conjunction with accompanying drawing, the utility model will be further described.
如图1和图2所示，本实用新型的波浪型钢板组合剪力墙-梁拼接节点，包括钢梁1和波浪型钢板组合剪力墙2，波浪型钢板组合剪力墙2设置在两段钢梁1之间，波浪型钢板组合剪力墙2的前、后侧面分别焊接有第一侧板6和第二侧板6-1，第一侧板6和第二侧板6-1的两端均外伸出波浪型钢板组合剪力墙2的边缘，并分别与波浪型钢板组合剪力墙2两侧的两段钢梁1焊接，即实现了波浪型钢板组合剪力墙2与钢梁1之间的连接。As shown in Figures 1 and 2, the wave-shaped steel plate composite shear wall-beam splicing node of the present invention includes a steel beam 1 and a wave-shaped steel plate composite shear wall 2, and the wave-shaped steel plate composite shear wall 2 is arranged on two Between the section steel beams 1, the front and rear sides of the corrugated steel plate composite shear wall 2 are respectively welded with a first side plate 6 and a second side plate 6-1, and the first side plate 6 and the second side plate 6-1 Both ends of the corrugated steel plate combined shear wall 2 protrude from the edge, and are respectively welded with two sections of steel beams 1 on both sides of the corrugated steel plate combined shear wall 2, which realizes the corrugated steel plate combined shear wall 2 Connection with steel beam 1.
具体的，本实用新型的波浪型钢板组合剪力墙2的结构包括正对设置的两块波浪型钢板3，两块波浪型钢板3上的凹槽3-1正对，凹槽3-1沿竖向设置,凹槽3-1的截面形状为等腰梯形，两块波浪型钢板3在凹槽3-1处通过对穿螺栓7连接；波浪型钢板3的两端均焊接有方钢4，两块波浪型钢板3与两根方钢之间形成有空腔，该空腔以及方钢4的内腔中均填充有混凝土5。Specifically, the structure of the wave-shaped steel plate composite shear wall 2 of the present utility model includes two wave-shaped steel plates 3 facing to each other, the grooves 3-1 on the two wave-shaped steel plates 3 are facing each other, and the grooves 3-1 Arranged vertically, the cross-sectional shape of the groove 3-1 is isosceles trapezoidal, and the two corrugated steel plates 3 are connected at the groove 3-1 by cross bolts 7; both ends of the corrugated steel plates 3 are welded with square steel 4. A cavity is formed between the two corrugated steel plates 3 and the two square steels, and the cavity and the inner cavity of the square steel 4 are filled with concrete 5 .
当波浪型钢板组合剪力墙2拼装好之后，再将第一侧板6和第二侧板6-1与波浪型钢板3和方钢4均角焊接，第一侧板(6)和第二侧板(6-1)的两端均外伸出方钢(4)的边缘，再将第一侧板6和第二侧板6-1的两端与波浪型钢板组合剪力墙2两侧的钢梁1分别焊接。After the corrugated steel plate composite shear wall 2 is assembled, the first side plate 6 and the second side plate 6-1 are welded with the corrugated steel plate 3 and the square steel 4 at equal angles, and the first side plate (6) and the second side plate Both ends of the two side plates (6-1) protrude from the edge of the square steel (4), and then the two ends of the first side plate 6 and the second side plate 6-1 are combined with the corrugated steel plate to form a shear wall 2 The steel beams 1 on both sides are welded respectively.
如图1所示，本实用新型的钢梁1为H型钢或工字钢，钢梁1的腹板两侧焊接有角钢8，角钢8处于第一侧板6和第二侧板6-1的端部所在位置，角钢8的第一侧边8-1与钢梁1的腹板垂直，第二侧边8-2与钢梁1的腹板平行，第二侧边8-2的外表面与第一侧板6或第二侧板6-1焊接，第一侧边8-1与钢梁1之间为角焊接，第二侧边8-2与第一侧板6之间为角焊接。As shown in Figure 1, the steel girder 1 of the present utility model is H-shaped steel or I-beam, and angle steel 8 is welded on both sides of the web of steel girder 1, and angle steel 8 is in the first side plate 6 and the second side plate 6-1 The position of the end of the angle steel 8, the first side 8-1 of the angle steel 8 is perpendicular to the web of the steel beam 1, the second side 8-2 is parallel to the web of the steel beam 1, and the outer side of the second side 8-2 The surface is welded to the first side plate 6 or the second side plate 6-1, the corner welding is between the first side 8-1 and the steel beam 1, and the corner welding is between the second side 8-2 and the first side plate 6. Fillet welds.
如图1所示，本实用新型的钢梁1的上表面设置有盖板9，盖板9处于第一侧板6和第二侧板6-1之间，盖板9的两侧分别与第一侧板6和第二侧板6-1焊接；盖板9与第一侧板6和第二侧板6-1之间的焊接方式为角焊接。钢梁1的下表面设置有托板10，托板10处于第一侧板6和第二侧板6-1之间，托板10的两侧分别与第一侧板6和第二侧板6-1焊接；托板10与第一侧板6和第二侧板6-1之间的焊接方式为角焊接。As shown in Figure 1, the upper surface of the steel beam 1 of the present utility model is provided with a cover plate 9, the cover plate 9 is between the first side plate 6 and the second side plate 6-1, the two sides of the cover plate 9 are respectively connected with The first side plate 6 and the second side plate 6-1 are welded; the welding method between the cover plate 9 and the first side plate 6 and the second side plate 6-1 is fillet welding. The lower surface of the steel beam 1 is provided with a supporting plate 10, the supporting plate 10 is between the first side plate 6 and the second side plate 6-1, and the two sides of the supporting plate 10 are connected with the first side plate 6 and the second side plate respectively. 6-1 Welding: The welding method between the supporting plate 10 and the first side plate 6 and the second side plate 6-1 is fillet welding.
Claims (9)
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| CN201820372244.6U CN207988164U (en) | 2018-03-19 | 2018-03-19 | Undaform steel plate combined shear wall-beam splices node |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457815A (en) * | 2018-12-28 | 2019-03-12 | 上海应用技术大学 | A kind of pre-buried node of corrugated steel |
| CN112854557A (en) * | 2021-01-07 | 2021-05-28 | 中国二十冶集团有限公司 | Shear wall device and combined shear wall system |
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2018
- 2018-03-19 CN CN201820372244.6U patent/CN207988164U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457815A (en) * | 2018-12-28 | 2019-03-12 | 上海应用技术大学 | A kind of pre-buried node of corrugated steel |
| CN112854557A (en) * | 2021-01-07 | 2021-05-28 | 中国二十冶集团有限公司 | Shear wall device and combined shear wall system |
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Granted publication date: 20181019 |