CN104047378A - Steel tube bundle combined structure shear wall field spliced node - Google Patents
Steel tube bundle combined structure shear wall field spliced node Download PDFInfo
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- CN104047378A CN104047378A CN201410185409.5A CN201410185409A CN104047378A CN 104047378 A CN104047378 A CN 104047378A CN 201410185409 A CN201410185409 A CN 201410185409A CN 104047378 A CN104047378 A CN 104047378A
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- shear wall
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- steel pipe
- combining structure
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Abstract
The invention discloses a steel tube bundle combined structure shear wall field spliced node. The steel tube bundle combined structure shear wall field spliced node is formed by splicing a plurality of steel tube bundle combined structure shear walls; each steel tube bundle combined structure shear wall comprises a left wing edge and a right wing edge which are vertically arranged and a plurality of partitions are arranged between the left wing edge and the right wing edge at intervals; each steel tube bundle combined structure shear wall is separated into a plurality of units by the left wing edge, the right wing edge and the partitions, each unit is provided with a cavity and concrete is cast in each cavity; the previous steel tube bundle combined structure shear wall is connected with the next steel tube bundle combined structure shear wall through a welding line, and two ends of the partitions are respectively welded to the welding line joints of left wing edges and right wing edges; reinforcing steel plates are arranged at the welding line joints and cover the welding line joints; two ends of the reinforcing steel plates extend respectively; one end of each reinforcing steel plate is welded to the wing edges of the previous steel tube bundle combined structure shear wall, and the other end of each reinforcing steel plate is welded to the wing edges of the next steel tube bundle combined structure shear wall. According to the steel tube bundle combined structure shear wall field spliced node, the strength of shear wall joints is improved.
Description
Technical field
The present invention relates to the on-the-spot splicing of a kind of steel pipe bundle combining structure shear wall node.
Background technology
Under construction, divide by the material of agent structure, conventional have two kinds of concrete structure and steel work.Steel pipe bundle combining structure shear wall is that steel work and concrete structure are effectively combined and become a kind of novel lateral resistant member, the advantage that the architectural composition that has given full play to concrete shear force wall flexibly, structure steel fabrication industrialization degree is high, speed of application is fast has been brought into play steel high-strength lights, material property advantage that concrete rigidity is large simultaneously.
At present, in the upper and lower layer of steel pipe bundle combining structure shear wall structure wall assembly process, because vertical connected node often needs to bear the effects such as pressure, moment of flexure, shearing simultaneously, stress is comparatively complicated, and the connected node between upper and lower layer steel pipe bundle combining structure shear wall is the weak link in this structural system.After the on-site hoisting of steel pipe bundle combining structure shear wall is installed and is finished, adopt butt weld that the upper and lower steel pipe bundle combining structure shear wall left and right side edge of a wing is welded together, but cannot adopt welding procedure that the dividing plate in steel pipe bundle combining structure shear wall is linked together, cause steel pipe bundle combining structure shear wall junction local strength to weaken.
Summary of the invention
In order to overcome the shortcoming a little less than the local strength of junction between existing steel pipe bundle combining structure shear wall, the invention provides the on-the-spot splicing of a kind of steel pipe bundle combining structure shear wall node.
The technical solution used in the present invention is:
The on-the-spot splicing of a kind of steel pipe bundle combining structure shear wall node, it is characterized in that: be spliced to form by multiple steel pipe bundle combining structure shear walls, described steel pipe bundle combining structure shear wall comprises left wing's edge and the right flank edge of vertical setting, between described left wing's edge and right flank edge, be arranged at intervals with polylith dividing plate, described steel pipe bundle combining structure shear wall becomes multiple unit by left wing's edge, right flank edge with baffle for separating, described unit has cavity, fluid concrete in described cavity; A upper steel pipe bundle combining structure shear wall is connected by weld seam with next steel pipe bundle combining structure shear wall, and the two ends of described dividing plate are welded on respectively the weld seam junction of left wing's edge and right flank edge; Described weld seam junction is provided with reinforcement steel plate, described reinforcement steel plate covers weld seam junction, and extend respectively at two ends, one end is welded on the edge of a wing of a steel pipe bundle combining structure shear wall, and the other end is welded on the edge of a wing of next steel pipe bundle combining structure shear wall.
Further, described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Beneficial effect of the present invention is embodied in: the present invention, at shear wall node place weld reinforcement steel plate, has strengthened the local strength of steel pipe bundle combining structure shear wall junction, and method of attachment is reliable, and construction method is simple.
Brief description of the drawings
Fig. 1 is Novel steel tube bank combining structure member integrated sectional view of the present invention.
Fig. 2 is 1-1 cross section structure schematic diagram in Fig. 1.
Detailed description of the invention
See figures.1.and.2, the on-the-spot splicing of a kind of steel pipe bundle combining structure shear wall node, be spliced to form by multiple steel pipe bundle combining structure shear walls 1, described steel pipe bundle combining structure shear wall 1 comprises left wing's edge 11 and the right flank edge 12 of vertical setting, between described left wing's edge 11 and right flank edge 12, be arranged at intervals with polylith dividing plate 13, described steel pipe bundle combining structure shear wall 1 is separated into multiple unit by left wing's edge 11, right flank edge 12 and dividing plate 13, described unit has cavity, fluid concrete in described cavity; A upper steel pipe bundle combining structure shear wall is connected by weld seam with next steel pipe bundle combining structure shear wall, and the two ends of described dividing plate are welded on respectively the weld seam junction 2 of left wing's edge and right flank edge; Described weld seam junction is provided with reinforcement steel plate 3, described reinforcement steel plate covers weld seam junction, and extend respectively at two ends, one end is welded on the edge of a wing of a steel pipe bundle combining structure shear wall, and the other end is welded on the edge of a wing of next steel pipe bundle combining structure shear wall.
Further, described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Content described in this manual embodiment is only enumerating of way of realization to inventive concept; protection scope of the present invention should not be regarded as only limiting to the concrete form that embodiment states, protection scope of the present invention also and conceive the equivalent technologies means that can expect according to the present invention in those skilled in the art.
Claims (2)
1. the on-the-spot splicing of a steel pipe bundle combining structure shear wall node, it is characterized in that: be spliced to form by multiple steel pipe bundle combining structure shear walls, described steel pipe bundle combining structure shear wall comprises left wing's edge and the right flank edge of vertical setting, between described left wing's edge and right flank edge, be arranged at intervals with polylith dividing plate, described steel pipe bundle combining structure shear wall becomes multiple unit by left wing's edge, right flank edge with baffle for separating, described unit has cavity, fluid concrete in described cavity; A upper steel pipe bundle combining structure shear wall is connected by weld seam with next steel pipe bundle combining structure shear wall, and the two ends of described dividing plate are welded on respectively the weld seam junction of left wing's edge and right flank edge; Described weld seam junction is provided with reinforcement steel plate, described reinforcement steel plate covers weld seam junction, and extend respectively at two ends, one end is welded on the edge of a wing of a steel pipe bundle combining structure shear wall, and the other end is welded on the edge of a wing of next steel pipe bundle combining structure shear wall.
2. the on-the-spot splicing of a kind of steel pipe bundle combining structure shear wall as claimed in claim 1 node, is characterized in that: described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410185409.5A CN104047378A (en) | 2014-05-05 | 2014-05-05 | Steel tube bundle combined structure shear wall field spliced node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410185409.5A CN104047378A (en) | 2014-05-05 | 2014-05-05 | Steel tube bundle combined structure shear wall field spliced node |
Publications (1)
| Publication Number | Publication Date |
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| CN104047378A true CN104047378A (en) | 2014-09-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201410185409.5A Pending CN104047378A (en) | 2014-05-05 | 2014-05-05 | Steel tube bundle combined structure shear wall field spliced node |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499090A (en) * | 2016-12-23 | 2017-03-15 | 万保金 | The built-in steel pipe bundle concrete walls of prefabricated formwork |
| CN107740509A (en) * | 2017-11-13 | 2018-02-27 | 杭萧钢构股份有限公司 | A kind of splicing node of steel plate combined shear wall |
| CN107761991A (en) * | 2017-11-13 | 2018-03-06 | 杭萧钢构股份有限公司 | Splice node at a kind of steel plate combined shear wall variable cross-section |
| CN108005259A (en) * | 2017-11-13 | 2018-05-08 | 杭萧钢构股份有限公司 | A kind of steel plate combined shear wall splices node |
| CN108643391A (en) * | 2018-03-23 | 2018-10-12 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall with groove profile batten plate |
| CN110924572A (en) * | 2019-11-29 | 2020-03-27 | 青岛理工大学 | Steel plate bin combined shear wall splicing node and calculation method |
| CN114809454A (en) * | 2022-04-21 | 2022-07-29 | 中国建筑第八工程局有限公司 | Steel pipe bundle combined structure and manufacturing method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2013091942A (en) * | 2011-10-25 | 2013-05-16 | Sumitomo Mitsui Construction Co Ltd | S-beam rc earthquake-resistant wall structure |
| CN203080744U (en) * | 2013-01-28 | 2013-07-24 | 长安大学 | Steel plate and high-strength concrete combination shear wall |
| CN103510639A (en) * | 2013-10-15 | 2014-01-15 | 合肥工业大学 | Overlapped plate type shear wall with restorability and constructing method thereof |
| CN103711228A (en) * | 2014-01-15 | 2014-04-09 | 合肥工业大学 | Assembling and energy consuming structural system with combined fluted frameworks and shear walls |
| CN203905210U (en) * | 2014-05-05 | 2014-10-29 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle combined structure shear wall in-site splicing joint |
-
2014
- 2014-05-05 CN CN201410185409.5A patent/CN104047378A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013091942A (en) * | 2011-10-25 | 2013-05-16 | Sumitomo Mitsui Construction Co Ltd | S-beam rc earthquake-resistant wall structure |
| CN203080744U (en) * | 2013-01-28 | 2013-07-24 | 长安大学 | Steel plate and high-strength concrete combination shear wall |
| CN103510639A (en) * | 2013-10-15 | 2014-01-15 | 合肥工业大学 | Overlapped plate type shear wall with restorability and constructing method thereof |
| CN103711228A (en) * | 2014-01-15 | 2014-04-09 | 合肥工业大学 | Assembling and energy consuming structural system with combined fluted frameworks and shear walls |
| CN203905210U (en) * | 2014-05-05 | 2014-10-29 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle combined structure shear wall in-site splicing joint |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499090A (en) * | 2016-12-23 | 2017-03-15 | 万保金 | The built-in steel pipe bundle concrete walls of prefabricated formwork |
| CN107740509A (en) * | 2017-11-13 | 2018-02-27 | 杭萧钢构股份有限公司 | A kind of splicing node of steel plate combined shear wall |
| CN107761991A (en) * | 2017-11-13 | 2018-03-06 | 杭萧钢构股份有限公司 | Splice node at a kind of steel plate combined shear wall variable cross-section |
| CN108005259A (en) * | 2017-11-13 | 2018-05-08 | 杭萧钢构股份有限公司 | A kind of steel plate combined shear wall splices node |
| CN107740509B (en) * | 2017-11-13 | 2023-09-12 | 杭萧钢构股份有限公司 | Splicing node of steel plate combined shear wall |
| CN108643391A (en) * | 2018-03-23 | 2018-10-12 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall with groove profile batten plate |
| CN108643391B (en) * | 2018-03-23 | 2024-01-12 | 广东省建筑科学研究院集团股份有限公司 | Prefabricated steel plate combined shear wall with grooved batten plates |
| CN110924572A (en) * | 2019-11-29 | 2020-03-27 | 青岛理工大学 | Steel plate bin combined shear wall splicing node and calculation method |
| CN114809454A (en) * | 2022-04-21 | 2022-07-29 | 中国建筑第八工程局有限公司 | Steel pipe bundle combined structure and manufacturing method thereof |
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Application publication date: 20140917 |