CN203113554U - Rigid connection joint of combined profile steel box-shaped steel plate shear wall and steel beam - Google Patents
Rigid connection joint of combined profile steel box-shaped steel plate shear wall and steel beam Download PDFInfo
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- CN203113554U CN203113554U CN 201320093869 CN201320093869U CN203113554U CN 203113554 U CN203113554 U CN 203113554U CN 201320093869 CN201320093869 CN 201320093869 CN 201320093869 U CN201320093869 U CN 201320093869U CN 203113554 U CN203113554 U CN 203113554U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 369
- 239000010959 steel Substances 0.000 title claims abstract description 369
- 238000010008 shearing Methods 0.000 claims description 13
- 239000012530 fluid Substances 0.000 claims description 6
- 238000005192 partition Methods 0.000 abstract description 6
- 230000005540 biological transmission Effects 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000003466 welding Methods 0.000 description 5
- 239000003351 stiffener Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
Disclosed is a rigid connection joint of a combined profile steel box-shaped steel plate shear wall and a steel beam. The rigid connection joint comprises the combined profile steel box-shaped steel plate shear wall and the H-shaped steel beam. The combined profile steel box-shaped steel plate shear wall comprises a plurality of H-shaped profile steel bodies, and the H-shaped profile steel bodies are vertically arranged and connected into a whole. The H-shaped profile steel bodies are provided with shear-resistant toggle pins in the height direction, concrete is poured in any cavity formed by the H-shaped profile steel bodies in a splicing and enclosure mode, and the concrete and the profile steel bodies are connected into a whole through the shear-resistant toggle pins. The steel beam is arranged outside the combined profile steel box-shaped steel plate shear wall, and the steel beam is horizontally arranged and vertically connected with the combined profile steel box-shaped steel plate shear wall. The rigid connection joint is direct and reliable in force transmission; an inner partition board is not needed, and therefore the rigid connection joint is convenient to manufacture; and due to the arrangement of horizontal and vertical connecting boards, the design criteria of 'strong joint and weak member' is easily achieved in a joint area.
Description
Technical field
The utility model belongs to the structural engineering technical field, particularly a kind of rigid joint that makes up shaped steel box-shaped steel plate shear force wall and girder steel.
Background technology
Conventional steel plate shear force wall is mainly used to resist horizontal force, does not bear or bear vertical force seldom, all is to reduce the mode that vertical force is transmitted to steel plate shear force wall as far as possible with the measure that is connected of girder steel on every side therefore.And combination shaped steel box-shaped steel plate shear force wall is a kind of new steel plate shear wall that can also resist horizontal force under the high axial compression ratio situation, therefore be connected construction measure with girder steel and want and can transmit horizontal force and vertical force effectively simultaneously, the connection measure of this point routine also is not suitable for.
It is a kind of usual way that transmits moment of flexure and shearing between member that internal partition is set.But the internal partition of setting is separated along vertically making up shaped steel box-shaped steel plate shear force wall concrete filled, and concrete shrinkage and creep can make concrete separate with internal partition, thereby makes concrete that the possibility of forfeiture supporting capacity be arranged, and brings hidden danger to engineering.
Summary of the invention
In order to overcome the deficiencies in the prior art, the utility model provides a kind of rigid joint that makes up shaped steel box-shaped steel plate shear force wall and girder steel.This node adopts the girder steel edge of a wing by side plate internal force to be passed to the method for combination shaped steel box-shaped steel plate shear force wall, so internal partition need be set, and makes simple.
The technical scheme that its technical problem that solves the utility model adopts is:
A kind of rigid joint that makes up shaped steel box-shaped steel plate shear force wall and girder steel, include combination shaped steel box-shaped steel plate shear force wall and " H " shape girder steel, described combination shaped steel box-shaped steel plate shear force wall includes some " H " shape shaped steel, and described shaped steel is erect and arranged, connects one; Described shaped steel is provided with the shearing resistance peg along short transverse, and shaped steel splices fluid concrete in the cavity that surrounds arbitrarily, and described concrete and shaped steel are connected by described shearing resistance peg; The outside of described combination shaped steel box-shaped steel plate shear force wall is provided with described girder steel, and described girder steel horizontal arrangement is with described combination shaped steel box-shaped vertical connection of steel plate shear force wall.
Described girder steel is positioned at the outside of described shaped steel web, be arranged between the described shaped steel two relative edges of a wing, adjacent shaped steel web one end in the edge of a wing of described girder steel is extended with the girder steel junction plate towards corresponding shaped steel edge of a wing direction, and the edge of a wing, the left and right sides of described girder steel is connected with the edge of a wing of adjacent shaped steel by the girder steel junction plate; The web of described girder steel welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall.
Described combination shaped steel box-shaped steel plate shear force wall also includes some steel plates, and described steel plate is arranged in described shaped steel end, forms the structure of remaining silent; The shear wall external surface of the described structure of remaining silent is provided with the side plate that pair of upstanding is arranged, described girder steel is arranged between the biside plate, be extended with the girder steel junction plate that is connected with adjacent side plates on the edge of a wing of described girder steel, the edge of a wing, the left and right sides of described girder steel is connected with adjacent side plates by the girder steel junction plate; The web of described girder steel welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall.
Described girder steel is arranged in the described shaped steel edge of a wing one side, described flange surfaces is provided with the side plate that pair of upstanding is arranged, described girder steel is arranged between the biside plate, be extended with the girder steel junction plate that is connected with adjacent side plates on the edge of a wing of described girder steel, the edge of a wing, the left and right sides of described girder steel is connected with adjacent side plates by the girder steel junction plate; The web of described girder steel welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall.
Also include " H " shape bracket, described bracket is arranged between described shear wall and the girder steel, described bracket is positioned at the outside of described shaped steel web, be arranged between the described shaped steel two relative edges of a wing, adjacent shaped steel web one end in the edge of a wing of described bracket is extended with the bracket junction plate towards corresponding shaped steel edge of a wing direction, and the edge of a wing, the left and right sides of described bracket is connected with the edge of a wing of adjacent shaped steel by the bracket junction plate; The web of described bracket welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall; The other end of described bracket is connected with described girder steel.
Also include " H " shape bracket, described bracket is arranged between described shear wall and the girder steel, and described combination shaped steel box-shaped steel plate shear force wall also includes some steel plates, and described steel plate is arranged in described shaped steel end, forms the structure of remaining silent; The shear wall external surface of the described structure of remaining silent is provided with the side plate that pair of upstanding is arranged, described bracket is arranged between the biside plate, be extended with the bracket junction plate that is connected with adjacent side plates on the edge of a wing of described bracket, the edge of a wing, the left and right sides of described bracket is connected with adjacent side plates by the bracket junction plate; The web of described bracket welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall; The other end of described bracket is connected with described girder steel.
Also include " H " shape bracket, described bracket is arranged between described shear wall and the girder steel, described bracket is arranged in the described shaped steel edge of a wing one side, described flange surfaces is provided with the side plate that pair of upstanding is arranged, described bracket is arranged between the biside plate, be extended with the bracket junction plate that is connected with adjacent side plates on the edge of a wing of described bracket, the edge of a wing, the left and right sides of described bracket is connected with adjacent side plates by the bracket junction plate; The web of described bracket welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall.
The below of described girder steel bottom flange arranges vertical junction plate as required, the web of vertical junction plate and girder steel, vertical with the edge of a wing of girder steel; Described vertical junction plate is connected with the side plate weld seam with the girder steel bottom flange.
Described shear wall connects one by some shaped steel, is " one " word shape, " T " word shape, " ten " word shape or " L " word shape.
Be connected to the weldering of full weldering or bolt or full bolt mode between described bracket and girder steel.
The beneficial effects of the utility model mainly show: 1, the node power transmission is directly reliable; 2, need not to arrange internal partition, easy to make; 3, the setting of level and vertical junction plate, node area have realized " design criterion of the weak member of strong node " easily.
Description of drawings
Fig. 1 is the floor map of the utility model embodiment 1;
Fig. 2 is the axonometric drawing of Fig. 1;
Fig. 3 is the floor map of the utility model embodiment 2;
Fig. 4 is the axonometric drawing of Fig. 3;
Fig. 5 is the floor map of the utility model embodiment 3;
Fig. 6 is the axonometric drawing of Fig. 5;
Fig. 7 is the floor map of the utility model embodiment 4;
Fig. 8 is the axonometric drawing of Fig. 7.
Fig. 9 is sectional drawing.
Figure 10 is the floor map of the utility model embodiment 5;
Figure 11 is the axonometric drawing of Figure 10.
Figure 12 is the floor map of the utility model embodiment 6;
Figure 13 is the axonometric drawing of Figure 12.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described, present embodiment is being to implement under the prerequisite with technical solutions of the utility model, but protection domain of the present utility model is not limited to following embodiment.
Embodiment one:
With reference to accompanying drawing 1-2, a kind of rigid joint that makes up shaped steel box-shaped steel plate shear force wall and girder steel, include combination shaped steel box-shaped steel plate shear force wall 1 and girder steel 2, described combination shaped steel box-shaped steel plate shear force wall is " one " font, include four " H " shape shaped steel 11, described shaped steel is erect and is arranged, by edge of a wing welding one; The web of described shaped steel is provided with the shearing resistance peg along short transverse, fluid concrete 12 in the cavity that described shaped steel splicing surrounds, and described concrete and shaped steel are connected by described shearing resistance peg; Described girder steel is positioned at the outside of described shaped steel web, be arranged between the described shaped steel two relative edges of a wing 13, adjacent shaped steel web one end in the edge of a wing of described girder steel is extended with girder steel junction plate 3 towards corresponding shaped steel edge of a wing direction, and the edge of a wing, the left and right sides of described girder steel is connected with the edge of a wing of adjacent shaped steel by the girder steel junction plate; The web of described girder steel welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall.Described girder steel is hot rolled H-shaped.The described girder steel edge of a wing and girder steel junction plate adopt the groove weld seam to be connected with the weld seam of combination shaped steel box-shaped steel plate shear force wall.
Embodiment two:
With reference to accompanying drawing 3-4, a kind of rigid joint that makes up shaped steel box-shaped steel plate shear force wall and girder steel, include combination shaped steel box-shaped steel plate shear force wall 1 and girder steel 2, described combination shaped steel box-shaped steel plate shear force wall is " T " font, include 6 " H " shape shaped steel, described shaped steel is erect and is arranged, by the welding one; The web of described shaped steel is provided with the shearing resistance peg along short transverse, fluid concrete 12 in the cavity that described shaped steel splicing surrounds, and described concrete and shaped steel are connected by described shearing resistance peg; Also include " H " shape bracket 4, described bracket is arranged between described shear wall and the girder steel, described bracket is positioned at the outside of described shaped steel web, be arranged between the described shaped steel two relative edges of a wing 13, adjacent shaped steel web one end in the edge of a wing of described bracket is extended with the bracket junction plate towards corresponding shaped steel edge of a wing direction, and the edge of a wing, the left and right sides of described bracket is connected with the edge of a wing of adjacent shaped steel by the bracket junction plate; The web of described bracket welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall; The other end of described bracket is connected with described girder steel.Being connected between described bracket and girder steel 6 is bolt weldering mode.Described girder steel is high-frequency welding H shape steel.
Embodiment three:
With reference to accompanying drawing 5-6, a kind of rigid joint that makes up shaped steel box-shaped steel plate shear force wall and girder steel, include combination shaped steel box-shaped steel plate shear force wall 1 and girder steel 2, described combination shaped steel box-shaped steel plate shear force wall is " L " font, includes 4 " H " shape shaped steel 11 and steel plate.Described shaped steel and steel plate are erect and are arranged, by the welding one; Described shaped steel and steel plate are provided with the shearing resistance peg along short transverse, fluid concrete 12 in the cavity that described shaped steel and steel plate splicing surround, and described concrete and shaped steel are connected by described shearing resistance peg; Also include " H " shape bracket 4, described bracket is arranged between described shear wall and the girder steel, described bracket is positioned at the outside of described shaped steel web, be arranged between the described shaped steel two relative edges of a wing, the outside, the described edge of a wing is provided with stiffener 14, stiffener is connected with described edge of a wing weld seam, and adjacent shaped steel web one end in the edge of a wing of described bracket is extended with the bracket junction plate towards corresponding shaped steel edge of a wing direction, and the edge of a wing, the left and right sides of described bracket is connected with the edge of a wing of adjacent shaped steel by the bracket junction plate; The web of described bracket welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall; The other end of described bracket is connected with described girder steel; Being connected between described bracket and girder steel 6 is full bolt mode.Described girder steel is welded H shape steel.
Embodiment four:
With reference to accompanying drawing 7-9, a kind of rigid joint that makes up shaped steel box-shaped steel plate shear force wall and girder steel, include combination shaped steel box-shaped steel plate shear force wall 1 and girder steel 2, described combination shaped steel box-shaped steel plate shear force wall is " ten " font, include 8 " H " shape shaped steel, described shaped steel and steel plate are erect and are arranged, by the welding one; Described shaped steel is provided with the shearing resistance peg along short transverse, fluid concrete 12 in the cavity that described shaped steel splicing surrounds, and described concrete and shaped steel are connected by described shearing resistance peg; Described girder steel is positioned at the outside of described shaped steel web, be arranged between the described shaped steel two relative edges of a wing 13, adjacent shaped steel web one end in the edge of a wing of described girder steel is extended with girder steel junction plate 3 towards corresponding shaped steel edge of a wing direction, and the edge of a wing, the left and right sides of described girder steel is connected with the edge of a wing of adjacent shaped steel by the girder steel junction plate; The web of described girder steel welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall; The below of described girder steel bottom flange arranges vertical junction plate 15, the web of vertical junction plate and girder steel, vertical with the edge of a wing of girder steel; Described vertical junction plate is connected with shaped steel edge of a wing weld seam with the girder steel bottom flange.
Embodiment five:
With reference to accompanying drawing 10-11, described combination shaped steel box-shaped steel plate shear force wall is closed type " L " font; The shear wall external surface of the described structure of remaining silent is provided with the side plate 13 that pair of upstanding is arranged, described girder steel is arranged between the biside plate, be extended with the girder steel junction plate 3 that is connected with adjacent side plates on the edge of a wing of described girder steel, the edge of a wing, the left and right sides of described girder steel is connected with adjacent side plates by the girder steel junction plate; The web of described girder steel welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall; Other are with embodiment one.
Embodiment six:
With reference to accompanying drawing 12-13, described combination shaped steel box-shaped steel plate shear force wall is " T " font; Also include " H " shape bracket 4, described bracket is arranged between described shear wall and the girder steel, described bracket is arranged in the described shaped steel edge of a wing one side, described flange surfaces is provided with the side plate that pair of upstanding is arranged, described bracket is arranged between the biside plate, be extended with the bracket junction plate that is connected with adjacent side plates on the edge of a wing of described bracket, the edge of a wing, the left and right sides of described bracket is connected with adjacent side plates by the bracket junction plate; The web of described bracket welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall; Other are with embodiment two.
Claims (10)
1. rigid joint that makes up shaped steel box-shaped steel plate shear force wall and girder steel, it is characterized in that: include combination shaped steel box-shaped steel plate shear force wall and " H " shape girder steel, described combination shaped steel box-shaped steel plate shear force wall includes some " H " shape shaped steel, and described shaped steel is erect and arranged, connects one; Described shaped steel is provided with the shearing resistance peg along short transverse, and shaped steel splices fluid concrete in the cavity that surrounds arbitrarily, and described concrete and shaped steel are connected by described shearing resistance peg;
The outside of described combination shaped steel box-shaped steel plate shear force wall is provided with described girder steel, and described girder steel horizontal arrangement is with described combination shaped steel box-shaped vertical connection of steel plate shear force wall.
2. the rigid joint of combination shaped steel box-shaped steel plate shear force wall as claimed in claim 1 and girder steel, it is characterized in that: described girder steel is positioned at the outside of described shaped steel web, be arranged between the described shaped steel two relative edges of a wing, adjacent shaped steel web one end in the edge of a wing of described girder steel is extended with the girder steel junction plate towards corresponding shaped steel edge of a wing direction, and the edge of a wing, the left and right sides of described girder steel is connected with the edge of a wing of adjacent shaped steel by the girder steel junction plate; The web of described girder steel welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall.
3. the rigid joint of combination shaped steel box-shaped steel plate shear force wall as claimed in claim 1 and girder steel, it is characterized in that: described combination shaped steel box-shaped steel plate shear force wall also includes some steel plates, and described steel plate is arranged in described shaped steel end, forms the structure of remaining silent; The shear wall external surface of the described structure of remaining silent is provided with the side plate that pair of upstanding is arranged, described girder steel is arranged between the biside plate, be extended with the girder steel junction plate that is connected with adjacent side plates on the edge of a wing of described girder steel, the edge of a wing, the left and right sides of described girder steel is connected with adjacent side plates by the girder steel junction plate; The web of described girder steel welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall.
4. the rigid joint of combination shaped steel box-shaped steel plate shear force wall as claimed in claim 1 and girder steel, it is characterized in that: described girder steel is arranged in the described shaped steel edge of a wing one side, described flange surfaces is provided with the side plate that pair of upstanding is arranged, described girder steel is arranged between the biside plate, be extended with the girder steel junction plate that is connected with adjacent side plates on the edge of a wing of described girder steel, the edge of a wing, the left and right sides of described girder steel is connected with adjacent side plates by the girder steel junction plate; The web of described girder steel welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall.
5. the rigid joint of combination shaped steel box-shaped steel plate shear force wall as claimed in claim 1 and girder steel, it is characterized in that: also include " H " shape bracket, described bracket is arranged between described shear wall and the girder steel, described bracket is positioned at the outside of described shaped steel web, be arranged between the described shaped steel two relative edges of a wing, adjacent shaped steel web one end in the edge of a wing of described bracket is extended with the bracket junction plate towards corresponding shaped steel edge of a wing direction, and the edge of a wing, the left and right sides of described bracket is connected with the edge of a wing of adjacent shaped steel by the bracket junction plate; The web of described bracket welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall; The other end of described bracket is connected with described girder steel.
6. the rigid joint of combination shaped steel box-shaped steel plate shear force wall as claimed in claim 1 and girder steel, it is characterized in that: also include " H " shape bracket, described bracket is arranged between described shear wall and the girder steel, described combination shaped steel box-shaped steel plate shear force wall also includes some steel plates, described steel plate is arranged in described shaped steel end, forms the structure of remaining silent; The shear wall external surface of the described structure of remaining silent is provided with the side plate that pair of upstanding is arranged, described bracket is arranged between the biside plate, be extended with the bracket junction plate that is connected with adjacent side plates on the edge of a wing of described bracket, the edge of a wing, the left and right sides of described bracket is connected with adjacent side plates by the bracket junction plate; The web of described bracket welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall; The other end of described bracket is connected with described girder steel.
7. the rigid joint of combination shaped steel box-shaped steel plate shear force wall as claimed in claim 1 and girder steel, it is characterized in that: also include " H " shape bracket, described bracket is arranged between described shear wall and the girder steel, described bracket is arranged in the described shaped steel edge of a wing one side, described flange surfaces is provided with the side plate that pair of upstanding is arranged, described bracket is arranged between the biside plate, be extended with the bracket junction plate that is connected with adjacent side plates on the edge of a wing of described bracket, the edge of a wing, the left and right sides of described bracket is connected with adjacent side plates by the bracket junction plate; The web of described bracket welds with twin fillet wolt with combination shaped steel box-shaped steel plate shear force wall.
8. the rigid joint of combination shaped steel box-shaped steel plate shear force wall as claimed in claim 3 and girder steel, it is characterized in that: the below of described girder steel bottom flange is provided with vertical junction plate, the web of vertical junction plate and girder steel, vertical with the edge of a wing of girder steel; Described vertical junction plate is connected with the side plate weld seam with the girder steel bottom flange.
9. as the rigid joint of the described combination shaped steel of one of claim 1-8 box-shaped steel plate shear force wall and girder steel, it is characterized in that: described shear wall connects one by some shaped steel, is " one " word shape, " T " word shape, " ten " word shape or " L " word shape.
10. as the rigid joint of the described combination shaped steel of one of claim 5-7 box-shaped steel plate shear force wall and girder steel, it is characterized in that: be connected to the weldering of full weldering or bolt or full bolt mode between described bracket and girder steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320093869 CN203113554U (en) | 2013-03-01 | 2013-03-01 | Rigid connection joint of combined profile steel box-shaped steel plate shear wall and steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320093869 CN203113554U (en) | 2013-03-01 | 2013-03-01 | Rigid connection joint of combined profile steel box-shaped steel plate shear wall and steel beam |
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|---|---|
| CN203113554U true CN203113554U (en) | 2013-08-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320093869 Expired - Lifetime CN203113554U (en) | 2013-03-01 | 2013-03-01 | Rigid connection joint of combined profile steel box-shaped steel plate shear wall and steel beam |
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| CN104047363A (en) * | 2014-05-05 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel beam and steel tube bundle combined structure shear wall connected node |
| CN104047365A (en) * | 2014-05-05 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel beam and steel tube bundle composite structure shear wall joint node |
| CN104047364A (en) * | 2014-05-05 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Novel steel beam and steel tube bundle combined structure shear wall connection node |
| CN104314200A (en) * | 2014-09-12 | 2015-01-28 | 江苏沪宁钢机股份有限公司 | Thick-plate cross-shaped steel plate shear wall column and manufacturing method thereof |
| CN104314200B (en) * | 2014-09-12 | 2016-11-30 | 江苏沪宁钢机股份有限公司 | A kind of slab cross steel plate shear force wall post and preparation method thereof |
| CN104775578A (en) * | 2015-02-10 | 2015-07-15 | 湖北弘毅建设有限公司 | Prefabricated metal finish concrete outer wall plate |
| CN104989011A (en) * | 2015-06-19 | 2015-10-21 | 同济大学 | High-accuracy steel connecting beam and concrete shear wall assembling type single-way bolt connecting system |
| CN106121049A (en) * | 2016-08-22 | 2016-11-16 | 合肥工业大学 | Compound shear wall is connected energy dissipation node and preparation method thereof with steel bar girder combination beam |
| CN106121049B (en) * | 2016-08-22 | 2019-04-30 | 合肥工业大学 | Compound shear wall connect energy dissipation node and preparation method thereof with steel bar girder combination beam |
| CN106639050A (en) * | 2017-02-14 | 2017-05-10 | 华侨大学 | Connecting structure between reinforced concrete shear walls and steel coupling beam |
| CN106968349A (en) * | 2017-05-03 | 2017-07-21 | 浙江欧拉钢结构科技有限公司 | A kind of rigid joint of Combined steel tube component and girder steel |
| CN108571169A (en) * | 2018-06-15 | 2018-09-25 | 河南绿建建筑科技有限公司 | Prefabrication steel concrete overlapped shear wall assembled architecture construction method |
| WO2022100175A1 (en) * | 2020-11-12 | 2022-05-19 | 长安大学 | Assembly method for h-beam combined special shaped column portal rigid frame structure |
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