CN208105508U - A kind of adjustable bolt weldering mixing bean column node - Google Patents
A kind of adjustable bolt weldering mixing bean column node Download PDFInfo
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- CN208105508U CN208105508U CN201820085227.4U CN201820085227U CN208105508U CN 208105508 U CN208105508 U CN 208105508U CN 201820085227 U CN201820085227 U CN 201820085227U CN 208105508 U CN208105508 U CN 208105508U
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- steel pipe
- pipe column
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- slot
- connecting plate
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- 235000010627 Phaseolus vulgaris Nutrition 0.000 title abstract 2
- 244000046052 Phaseolus vulgaris Species 0.000 title abstract 2
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 41
- 239000010959 steel Substances 0.000 claims abstract description 41
- 230000002787 reinforcement Effects 0.000 claims description 12
- 238000003466 welding Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 9
- 230000003014 reinforcing effect Effects 0.000 abstract 3
- 238000006073 displacement reaction Methods 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000009528 severe injury Effects 0.000 description 1
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Abstract
Description
技术领域technical field
本发明属于一种梁柱节点，具体涉及一种可调节栓焊混合梁柱节点。The invention belongs to a beam-column joint, in particular to an adjustable bolt-welded hybrid beam-column joint.
背景技术Background technique
随着社会经济以及建筑科技的迅速发展，钢结构具有良好的力学、经济、抗震、以及使用性能，被广泛的应用于现代的多高层建筑中，与其他结构相比较，钢结构具有明显的优势，钢结构构件截面小，重量轻，强度高，延性大，跨度大，综合经济指标高，比较适用于多地震区域。现有技术中梁柱节点直接通过焊接，其存在的缺点在于连接的地方轻度较低，施工时需要焊接，增加了施工难度；同时，当发生地震时没有较好的延展性，易发生普通刚性节点严重的破坏With the rapid development of social economy and construction technology, steel structures have good mechanical, economical, seismic, and usable properties, and are widely used in modern multi-story buildings. Compared with other structures, steel structures have obvious advantages , The steel structure members have small cross-section, light weight, high strength, high ductility, large span, high comprehensive economic index, and are more suitable for earthquake-prone areas. In the prior art, the beam-column joints are directly welded, and the disadvantage is that the joints are relatively light, and welding is required during construction, which increases the difficulty of construction; at the same time, when an earthquake occurs, there is no good ductility, and ordinary joints are prone to occur. Severe damage to rigid nodes
发明内容Contents of the invention
为了克服上述现有技术的不足，本实用新型提供了一种可调节栓焊混合梁柱节点，能够提高了刚性节点的连接强度，便于施工，安全简便，防止震动对刚性节点严重的破坏的特点。In order to overcome the shortcomings of the above-mentioned prior art, the utility model provides an adjustable bolt-welded hybrid beam-column joint, which can improve the connection strength of the rigid joint, facilitate construction, be safe and convenient, and prevent serious damage to the rigid joint by vibration .
为了达到上述目的，本实用新型采用的技术方案为：In order to achieve the above object, the technical solution adopted by the utility model is:
一种可调节栓焊混合梁柱节点，包括钢管柱1，钢管柱1的上下两端分别设置有钢管柱加强环3，钢管柱加强环3之间的钢管柱1的外壁上设置有插槽2，插槽2内设置有相配的插板7，插板7垂直连接有连接板5，连接板5上设置的长圆孔6通过螺栓连接工字梁4竖向钢板上的圆孔8；钢管柱加强环3与工字梁4上下翼缘焊接。An adjustable bolt-welded hybrid beam-column joint, comprising a steel pipe column 1, steel pipe column reinforcement rings 3 are respectively arranged at the upper and lower ends of the steel pipe column 1, and slots are provided on the outer wall of the steel pipe column 1 between the steel pipe column reinforcement rings 3 2. A matching inserting plate 7 is arranged in the slot 2, and the inserting plate 7 is vertically connected with the connecting plate 5, and the long round hole 6 set on the connecting plate 5 is connected with the round hole 8 on the vertical steel plate of the I-beam 4 through bolts; the steel pipe The column reinforcement ring 3 is welded to the upper and lower flanges of the I-beam 4 .
所述的插槽2与插板7为梯形。The slot 2 and the board 7 are trapezoidal.
本实用新型的有益效果：The beneficial effects of the utility model:
本实用新型采用插槽与插板实现可调节，通过高强螺栓连接之后，再进行钢管柱加强环之间的焊接，提高了强度；长圆孔与圆孔连接，可在长圆孔的孔内满足当梁柱之间有震动作用时发生的距离变化，具有了更好的滞回性能以及延性变形性能。The utility model adopts the slot and the plug-in plate to realize the adjustment. After the high-strength bolt is connected, the steel pipe column reinforcement ring is welded to improve the strength; the long round hole and the round hole are connected to meet the requirements of The distance change that occurs when there is vibration between beams and columns has better hysteretic performance and ductile deformation performance.
附图说明Description of drawings
图1是本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
图2是本实用新型的钢管柱的结构示意图。Fig. 2 is a schematic structural view of the steel pipe column of the present invention.
图3是本实用新型的工字梁结构示意图。Fig. 3 is a schematic diagram of the structure of the I-beam of the present invention.
图4是本实用新型插板和连接的结构示意图。Fig. 4 is a structural schematic diagram of the plugboard and connection of the utility model.
具体实施方式Detailed ways
下面结合附图对本实用新型作进一步来描述。Below in conjunction with accompanying drawing, the utility model is further described.
参照图1所示，一种可调节栓焊混合梁柱节点，包括钢管柱1，钢管柱1的上下两端分别设置有钢管柱加强环3，钢管柱加强环3之间的钢管柱1的外壁上设置有插槽2，插槽2内设置有相配的插板7，插板7垂直连接有连接板5，连接板5上设置的长圆孔6通过螺栓连接工字梁4竖向钢板上的圆孔8；钢管柱加强环3与工字梁4上下翼缘焊接。Referring to Figure 1, an adjustable bolted and welded hybrid beam-column node includes a steel pipe column 1, the upper and lower ends of the steel pipe column 1 are respectively provided with steel pipe column reinforcement rings 3, and the steel pipe column 1 between the steel pipe column reinforcement rings 3 A slot 2 is provided on the outer wall, and a matching board 7 is arranged in the slot 2, and the board 7 is vertically connected with a connection plate 5, and the oblong hole 6 provided on the connection board 5 is connected to the vertical steel plate of the I-beam 4 by bolts. The round hole 8; the steel pipe column reinforcement ring 3 is welded with the upper and lower flanges of the I-beam 4.
参照图2、图4所示，插槽2与插板7为梯形。Referring to Fig. 2 and Fig. 4, the slot 2 and the board 7 are trapezoidal.
参照图3所示，工字梁4竖向钢板上设置有圆孔8。As shown in FIG. 3 , a round hole 8 is arranged on the vertical steel plate of the I-beam 4 .
本实用新型的工作原理：Working principle of the utility model:
本发明通过钢管柱1的插槽2与插板7插接，减轻了施工的难度，因而使插接接头处于简洁插接状态。工字梁4与连接板5上的长圆孔6通过螺栓连接，还可以在长圆孔的直径范围内进行梁柱之间的微小位移变化，从而体现了该装配式结构的灵活性。The present invention reduces the difficulty of construction by inserting the slot 2 of the steel pipe column 1 with the inserting plate 7, thus making the inserting joint in a simple inserting state. The I-beam 4 and the oblong hole 6 on the connecting plate 5 are connected by bolts, and small displacement changes between beams and columns can also be performed within the diameter range of the oblong hole, thus reflecting the flexibility of the assembled structure.
先将连接板5与工字梁4通过高强螺栓连接，工字梁4是圆形孔，工字梁4上面是长圆孔，当梁柱产生一定的震动，要发生位移时，长圆孔就会满足这个微小的位移变化，不至于发生普通刚性节点严重的破坏，使得这个位移变化有一定的缓冲和预先告知的作用。将装配好的工字梁4与连接板5用高强螺栓连接后，将与连接板连接的插板的插接在钢管柱1的插槽2中，明显减少了施工量与施工难度，使得施工过程安全简便，便于操作；最后钢管柱1上部钢管柱加强环与工字梁上部焊接，钢管柱1下部钢管柱加强环与工字梁下部焊接。First connect the connecting plate 5 and the I-beam 4 through high-strength bolts. The I-beam 4 is a circular hole, and the top of the I-beam 4 is a long round hole. Satisfying this small displacement change will not cause serious damage to ordinary rigid nodes, so that this displacement change has a certain buffering and pre-informing effect. After connecting the assembled I-beam 4 and the connecting plate 5 with high-strength bolts, insert the inserting plate connected to the connecting plate into the slot 2 of the steel pipe column 1, which significantly reduces the construction amount and construction difficulty, making the construction The process is safe and simple, and easy to operate; finally, the steel pipe column reinforcement ring at the upper part of the steel pipe column 1 is welded with the upper part of the I-beam, and the steel pipe column reinforcement ring at the lower part of the steel pipe column 1 is welded with the lower part of the I-beam.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820085227.4U CN208105508U (en) | 2018-01-18 | 2018-01-18 | A kind of adjustable bolt weldering mixing bean column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820085227.4U CN208105508U (en) | 2018-01-18 | 2018-01-18 | A kind of adjustable bolt weldering mixing bean column node |
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| Publication Number | Publication Date |
|---|---|
| CN208105508U true CN208105508U (en) | 2018-11-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820085227.4U Expired - Fee Related CN208105508U (en) | 2018-01-18 | 2018-01-18 | A kind of adjustable bolt weldering mixing bean column node |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216680A (en) * | 2021-05-19 | 2021-08-06 | 内江职业技术学院 | Shock attenuation reinforcing apparatus of building beam column junction |
| CN113293858A (en) * | 2021-06-25 | 2021-08-24 | 湖南圣堡住宅工业有限公司 | Divide roof beam ware and assemble bayonet concrete coincide beam column structure fast |
| CN116607648A (en) * | 2023-05-31 | 2023-08-18 | 中建一局集团建设发展有限公司 | High-altitude large-span pipe truss combined plugboard connection node and construction method thereof |
| WO2024193617A1 (en) * | 2023-03-21 | 2024-09-26 | 上海核工程研究设计院股份有限公司 | Adjustable joint of modular steel structure for large container, and construction method |
-
2018
- 2018-01-18 CN CN201820085227.4U patent/CN208105508U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216680A (en) * | 2021-05-19 | 2021-08-06 | 内江职业技术学院 | Shock attenuation reinforcing apparatus of building beam column junction |
| CN113293858A (en) * | 2021-06-25 | 2021-08-24 | 湖南圣堡住宅工业有限公司 | Divide roof beam ware and assemble bayonet concrete coincide beam column structure fast |
| WO2024193617A1 (en) * | 2023-03-21 | 2024-09-26 | 上海核工程研究设计院股份有限公司 | Adjustable joint of modular steel structure for large container, and construction method |
| CN116607648A (en) * | 2023-05-31 | 2023-08-18 | 中建一局集团建设发展有限公司 | High-altitude large-span pipe truss combined plugboard connection node and construction method thereof |
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