CN113152736A - Multi-cavity steel plate combined shear wall footing connecting node and manufacturing method thereof - Google Patents
Multi-cavity steel plate combined shear wall footing connecting node and manufacturing method thereof Download PDFInfo
- Publication number
- CN113152736A CN113152736A CN202110558012.6A CN202110558012A CN113152736A CN 113152736 A CN113152736 A CN 113152736A CN 202110558012 A CN202110558012 A CN 202110558012A CN 113152736 A CN113152736 A CN 113152736A
- Authority
- CN
- China
- Prior art keywords
- node
- shear wall
- section
- plate
- support frame
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 83
- 239000010959 steel Substances 0.000 title claims abstract description 83
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 23
- 239000002131 composite material Substances 0.000 claims abstract description 37
- 230000000712 assembly Effects 0.000 claims abstract description 3
- 238000000429 assembly Methods 0.000 claims abstract description 3
- 238000003466 welding Methods 0.000 claims description 20
- 238000000034 method Methods 0.000 claims description 17
- 238000013461 design Methods 0.000 claims description 6
- 150000001875 compounds Chemical class 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 3
- 238000012360 testing method Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 12
- 238000012545 processing Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 3
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Foundations (AREA)
Abstract
本发明涉及一种多腔体钢板组合剪力墙墙脚连接节点及其制作方法，所属建筑结构工程技术领域，包括节点组合墙段，节点组合墙段下端设有节点支撑架段，节点支撑架段与节点组合墙段间设有节点靴梁段。节点靴梁段包括一对呈对称式分布的纵肋板，纵肋板上设有若干呈等间距分布的横肋板，横肋板上端设有上盖板，横肋板下端设有下盖板。节点支撑架段包括若干呈等间距阵列式分布的节点调平支撑脚组件，节点调平支撑脚组件两侧均设有若干呈上下等间距分布的纵撑杆，纵撑杆下端设有若干呈等间距分布的横撑杆。具有结构简单、加工便捷、结构强度高和使用寿命长的特点。解决了施工定位和调平难的问题。提高了施工效率。
The invention relates to a multi-cavity steel plate composite shear wall foot connection node and a manufacturing method thereof, belonging to the technical field of building structure engineering, comprising a node composite wall section, a node support frame section at the lower end of the node composite wall section, and a node support frame section. A node shoe beam segment is arranged between the node combined wall segment. The node shoe beam section includes a pair of symmetrically distributed longitudinal ribs. The longitudinal ribs are provided with several transverse ribs distributed at equal intervals. The upper end of the transverse ribs is provided with an upper cover, and the lower end of the transverse ribs is provided with a lower cover. plate. The node support frame section includes a number of node leveling support foot assemblies distributed in an equidistant array. A number of longitudinal struts are arranged on both sides of the node leveling support foot assembly and are arranged at equal intervals up and down, and the lower end of the longitudinal strut is provided with a number of Equally spaced cross braces. It has the characteristics of simple structure, convenient processing, high structural strength and long service life. It solves the difficult problem of construction positioning and leveling. Improve construction efficiency.
Description
Technical Field
The invention relates to the technical field of building structure engineering, in particular to a multi-cavity steel plate combined shear wall footing connecting node and a manufacturing method thereof.
Background
The truss type multi-cavity combined structure fully utilizes the advantages of a steel structure and a concrete structure, and is flexible in building plane layout and strong in indoor space permeability. The truss type multi-cavity steel plate combined shear wall is one of matched products, has the advantages of high strength, light dead weight, strong energy consumption capability, excellent anti-seismic performance and the like, is high in standardization degree, can realize factory production, assembly construction and intelligent construction, has the best material-saving and land-saving effects, is green and energy-saving, and has excellent economic performance indexes and popularization values.
The truss type multi-cavity steel plate combined shear wall is a combined member which is formed by assembling outer double steel plates, an inner plane steel bar truss and rectangular steel pipes, is provided with a plurality of mutually communicated cavities and is formed by filling concrete into the cavities. The concrete in the cavity is communicated with each other, and the cooperative working capability of the steel and the concrete and the respective material performance advantages are fully exerted. The truss type multi-cavity steel plate composite shear wall and the foundation are required to achieve equal-strength effects, a part of wall bodies are directly embedded into the foundation in the prior art, and the part of the wall bodies, which is out of the ground, is connected with an upper structure. Although the method can well realize equal-strength connection between the wall body and the foundation, the difficult problems of difficult positioning and incapability of effectively ensuring construction precision exist in the construction process due to large member size, and potential safety hazards are buried for the engineering.
Disclosure of Invention
The invention mainly solves the defects of complex structure, high processing difficulty and short service life in the prior art, and provides the multi-cavity steel plate combined shear wall footing connecting node and the manufacturing method thereof. The problem of difficult construction location and leveling is solved. The construction efficiency is improved.
The technical problem of the invention is mainly solved by the following technical scheme:
the utility model provides a multi-chamber steel sheet compound shear wall basement connected node, includes node composite wall section, node composite wall section lower extreme be equipped with node support frame section, node support frame section and node composite wall section between be equipped with node boots beam segment. The joint boot beam section comprises a pair of longitudinal rib plates which are symmetrically distributed, a plurality of transverse rib plates which are equidistantly distributed are arranged on the longitudinal rib plates, an upper cover plate is arranged at the upper ends of the transverse rib plates, and a lower cover plate is arranged at the lower ends of the transverse rib plates. The node support frame section comprises a plurality of node leveling support leg assemblies which are distributed in an equidistant array mode, a plurality of longitudinal support rods which are distributed in an up-down equidistant mode are arranged on two sides of each node leveling support leg assembly, and a plurality of transverse support rods which are distributed in an equidistant mode are arranged at the lower ends of the longitudinal support rods.
Preferably, the node leveling supporting leg assembly comprises vertical supporting angle steel, an angle steel end plate is arranged at the lower end of the vertical supporting angle steel, and a screw rod in threaded sleeve connection with the angle steel end plate is arranged on the angle steel end plate.
Preferably, the upper end and the lower end of each angle steel end plate are respectively provided with an adjusting nut in threaded sleeve connection with the screw rod.
Preferably, the lower end of the screw is provided with a bottom plate integrally welded with the screw.
Preferably, the node composite wall section comprises a multi-cavity steel plate composite shear wall, outer attachment plates are arranged at the front end and the rear end of the lower portion of the multi-cavity steel plate composite shear wall, and end attachment plates are arranged at the left end and the right end of the lower portion of the multi-cavity steel plate composite shear wall.
A multi-cavity steel plate composite shear wall footing connecting node and a manufacturing method thereof comprise the following operation steps:
the first step is as follows: and respectively welding and forming the node combined wall section, the node shoe beam section and the node support frame section.
The second step is that: before installation, pouring the foundation and the cushion layer, and primarily leveling.
The third step: and testing the initial elevation of the node combined wall section through the level gauge, and calculating the flatness deviation value after comparing the initial elevation with the design elevation.
The fourth step: and respectively screwing the adjusting nuts of the node support frame sections corresponding to the positions exceeding the designed elevation downwards, and screwing the adjusting nuts of the node support frame sections corresponding to the positions lower than the designed elevation upwards until the flatness meeting the design requirement is reached.
Preferably, the method comprises the following steps of manufacturing the node combined wall section:
the method comprises the following steps: the outer flitch is provided with a plug welding hole, and the outer flitch and the multi-cavity steel plate combined shear wall are connected through girth welding and plug welding.
Step two: the end flitch is welded at the two ends of the multi-cavity steel plate composite shear wall to form a node composite wall section.
Preferably, the method comprises the following steps of manufacturing the joint shoe beam section:
the method comprises the following steps: and grouting holes are formed in the upper cover plate and the upper cover plate, and the positions of the grouting holes correspond to the cavities of the multi-cavity steel plate combined shear wall.
Step two: the transverse rib plates and the longitudinal rib plates are welded in a staggered mode and are welded and connected with the upper cover plate and the lower cover plate to form a joint boot beam section.
Preferably, the upper cover plate on the joint boot beam section is connected with the bottom of the joint composite wall section through welding. And the lower cover plate on the joint boot beam section is connected with the top of the joint support frame section through welding.
Preferably, the method comprises the following steps of:
the first step is as follows: and connecting the longitudinal support rod, the transverse support rod and the vertical support angle steel through fillet welds.
The second step is that: the angle welding seam at the lower end of the vertical supporting angle steel is connected with an angle steel end plate provided with an adjusting screw hole.
The third step: the bottom plate is welded to the lower end of the screw, the screw penetrates through the angle steel end plate, and meanwhile the upper end and the lower end of the angle steel end plate are screwed into the adjusting nut to form a node supporting frame section.
The invention can achieve the following effects:
compared with the prior art, the multi-cavity steel plate combined shear wall footing connecting node and the manufacturing method thereof have the characteristics of simple structure, convenience in processing, high structural strength and long service life. The problem of difficult construction location and leveling is solved. The construction efficiency is improved.
Drawings
Fig. 1 is a schematic structural view of the present invention.
Fig. 2 is a schematic structural diagram of the node composite wall segment of the present invention.
FIG. 3 is a schematic structural view of a nodal shoe beam segment of the present invention.
FIG. 4 is a schematic structural view of a nodal support frame segment of the present invention.
FIG. 5 is a schematic structural view of a nodal-level support foot assembly of the present invention.
In the figure: the node combined wall comprises a node combined wall section 1, a node shoe beam section 2, a node support frame section 3, an outer flitch 4, a multi-cavity steel plate combined shear wall 5, an end flitch 6, an upper cover plate 7, a longitudinal rib plate 8, a transverse rib plate 9, a lower cover plate 10, a node leveling support leg assembly 11, a longitudinal support rod 12, a transverse support rod 13, an angle steel end plate 14, vertical support angle steel 15, an adjusting nut 16, a screw rod 17 and a bottom plate 18.
Detailed Description
The technical scheme of the invention is further specifically described by the following embodiments and the accompanying drawings.
Example (b): as shown in fig. 1 to 5, a multi-cavity steel plate composite shear wall footing connecting node comprises a node composite wall section 1, wherein the node composite wall section 1 comprises a multi-cavity steel plate composite shear wall 5, outer attachment plates 4 are arranged at the front end and the rear end of the lower part of the multi-cavity steel plate composite shear wall 5, and end attachment plates 6 are arranged at the left end and the right end of the lower part of the multi-cavity steel plate composite shear wall 5. Node composite wall section 1 lower extreme is equipped with node support frame section 3, is equipped with node boots beam section 2 between node support frame section 3 and node composite wall section 1. The joint boot beam section 2 comprises a pair of longitudinal rib plates 8 which are symmetrically distributed, 7 transverse rib plates 9 which are equidistantly distributed are arranged on the longitudinal rib plates 8, an upper cover plate 7 is arranged at the upper ends of the transverse rib plates 9, and a lower cover plate 10 is arranged at the lower ends of the transverse rib plates 9. Node support frame section 3 includes 7 to being equidistant array distribution's node leveling supporting legs subassembly 11, and node leveling supporting legs subassembly 11 includes vertical support angle steel 15, and vertical support angle steel 15 lower extreme is equipped with angle steel end plate 14, is equipped with the screw rod 17 that cup joints with angle steel end plate 14 looks screw thread formula on the angle steel end plate 14. The lower end of the screw 17 is provided with a bottom plate 18 integrally welded with the screw 17. The upper end and the lower end of the angle steel end plate 14 are respectively provided with an adjusting nut 16 which is in threaded sleeve joint with a screw 17. Two sides of the node leveling supporting foot component 11 are respectively provided with 4 pairs of vertical supporting rods 12 which are distributed at equal intervals from top to bottom, and the lower end of each vertical supporting rod 12 is provided with 7 transverse supporting rods 13 which are distributed at equal intervals.
The manufacturing method of the multi-cavity steel plate combined shear wall foot connecting node comprises the following operation steps:
the first step is as follows: and respectively welding and forming the node combined wall section 1, the node shoe beam section 2 and the node support frame section 3.
The method comprises the following steps of manufacturing the node combined wall section 1:
the method comprises the following steps: the outer flitch 4 is provided with a plug welding hole, and the outer flitch 4 is connected with the multi-cavity steel plate composite shear wall 5 through girth welding and plug welding.
Step two: the end flitch 6 is welded at two ends of the multi-cavity steel plate composite shear wall 5 to form a node composite wall section 1.
The method comprises the following steps of manufacturing the joint shoe beam section 2:
the method comprises the following steps: and grouting holes are formed in the upper cover plate 7 and the upper cover plate 10, and the positions of the grouting holes correspond to the cavities of the multi-cavity steel plate combined shear wall 5.
Step two: the cross rib plates 9 and the longitudinal rib plates 8 are welded in a staggered mode and are connected with the upper cover plate 7 and the lower cover plate 10 in a welded mode to form the joint boot beam section 2.
And an upper cover plate 7 on the joint boot beam section 2 is connected with the bottom of the joint composite wall section 1 through welding. And the lower cover plate 10 on the joint boot beam section 2 is connected with the top of the joint support frame section 3 through welding.
The method comprises the following steps of manufacturing a node support frame section 3:
the first step is as follows: and connecting the longitudinal stay bar 12 and the transverse stay bar 13 with the vertical support angle steel 15 through fillet welds.
The second step is that: the angle welding seam at the lower end of the vertical supporting angle steel 15 is connected with an angle steel end plate 14 provided with an adjusting screw hole.
The third step: the lower end of the screw 17 is welded with a bottom plate 18, the screw 17 penetrates into the angle steel end plate 14, and meanwhile, the upper end and the lower end of the angle steel end plate 14 are screwed into the adjusting nuts 16 to the screw 17 to form the node support frame section 3.
The second step is that: before installation, pouring the foundation and the cushion layer, and performing primary leveling;
the third step: and testing the initial elevation of the node combined wall section 1 through a level gauge, and calculating the flatness deviation value after comparing the initial elevation with the design elevation.
The fourth step: and respectively screwing the adjusting nuts 16 of the node support frame sections 3 corresponding to the positions exceeding the designed elevation downwards, and screwing the adjusting nuts 16 of the node support frame sections 3 corresponding to the positions lower than the designed elevation upwards until the flatness meeting the design requirement is reached.
In conclusion, the multi-cavity steel plate combined shear wall footing connecting node and the manufacturing method thereof have the characteristics of simple structure, convenience in processing, high structural strength and long service life. The problem of difficult construction location and leveling is solved. The construction efficiency is improved.
The above description is only an embodiment of the present invention, but the structural features of the present invention are not limited thereto, and any changes or modifications within the scope of the present invention by those skilled in the art are covered by the present invention.
Claims (10)
1. The utility model provides a multi-chamber steel sheet compound shear wall basement connected node which characterized in that: the combined wall comprises a node combined wall section (1), wherein a node support frame section (3) is arranged at the lower end of the node combined wall section (1), and a node shoe beam section (2) is arranged between the node support frame section (3) and the node combined wall section (1); the joint boot beam section (2) comprises a pair of longitudinal rib plates (8) which are symmetrically distributed, a plurality of transverse rib plates (9) which are distributed at equal intervals are arranged on the longitudinal rib plates (8), an upper cover plate (7) is arranged at the upper ends of the transverse rib plates (9), and a lower cover plate (10) is arranged at the lower ends of the transverse rib plates (9); the node support frame section (3) comprises a plurality of node leveling support leg assemblies (11) which are distributed in an equidistant array mode, a plurality of longitudinal support rods (12) which are distributed in an upper-lower equidistant mode are arranged on two sides of each node leveling support leg assembly (11), and a plurality of transverse support rods (13) which are distributed in an equidistant mode are arranged at the lower ends of the longitudinal support rods (12).
2. A multi-cavity steel plate composite shear wall footer connection node according to claim 1 wherein: node leveling supporting legs subassembly (11) include vertical support angle steel (15), vertical support angle steel (15) lower extreme be equipped with angle steel end plate (14), angle steel end plate (14) on be equipped with screw rod (17) that cup joint with angle steel end plate (14) looks screw thread formula.
3. A multi-cavity steel plate composite shear wall footer connection node according to claim 2 wherein: the upper end and the lower end of the angle steel end plate (14) are respectively provided with an adjusting nut (16) which is in threaded sleeve joint with the screw rod (17).
4. A multi-cavity steel plate composite shear wall footer connection node according to claim 2 wherein: the lower end of the screw rod (17) is provided with a bottom plate (18) integrally welded with the screw rod (17).
5. A multi-cavity steel plate composite shear wall footer connection node according to claim 1 wherein: node combination wall section (1) include multi-chamber steel sheet compound shear wall (5), multi-chamber steel sheet compound shear wall (5) lower part around both ends all be equipped with outer flitch (4), multi-chamber steel sheet compound shear wall (5) lower part about both ends all be equipped with end flitch (6).
6. A manufacturing method of a multi-cavity steel plate combined shear wall footing connecting node is characterized by comprising the following operation steps:
the first step is as follows: respectively welding and forming the node combined wall section (1), the node shoe beam section (2) and the node support frame section (3);
the second step is that: before installation, pouring the foundation and the cushion layer, and performing primary leveling;
the third step: testing the initial elevation of the node combined wall section (1) through a level gauge, and calculating a flatness deviation value after comparing the initial elevation with the design elevation;
the fourth step: and respectively screwing the adjusting nuts (16) of the node support frame sections (3) corresponding to the positions exceeding the designed elevation downwards, and screwing the adjusting nuts (16) of the node support frame sections (3) corresponding to the positions lower than the designed elevation upwards until the flatness meeting the design requirement is reached.
7. The method for manufacturing the multi-cavity steel plate composite shear wall footing connecting node according to claim 6 is characterized by comprising the following steps of manufacturing the node composite wall section (1):
the method comprises the following steps: the outer flitch (4) is provided with a plug welding hole, and the outer flitch (4) is connected with the multi-cavity steel plate combined shear wall (5) through girth welding and plug welding;
step two: the end flitch (6) is welded at two ends of the multi-cavity steel plate composite shear wall (5) to form a node composite wall section (1).
8. The method for manufacturing the multi-cavity steel plate combined shear wall footing connecting node according to claim 6, is characterized by comprising the following steps of manufacturing the node shoe beam section (2):
the method comprises the following steps: grouting holes are formed in the upper cover plate (7) and the upper cover plate (10), and the positions of the grouting holes correspond to the cavities of the multi-cavity steel plate combined shear wall (5);
step two: the transverse rib plates (9) and the longitudinal rib plates (8) are welded in a staggered mode and are connected with the upper cover plate (7) and the lower cover plate (10) in a welded mode to form the joint boot beam section (2).
9. The manufacturing method of the multi-cavity steel plate combined shear wall and wall foot connecting node according to claim 6, characterized in that: an upper cover plate (7) on the joint boot beam section (2) is connected with the bottom of the joint composite wall section (1) through welding; and a lower cover plate (10) on the joint boot beam section (2) is connected with the top of the joint support frame section (3) through welding.
10. The method for manufacturing the multi-cavity steel plate combined shear wall footing connecting node according to claim 6, is characterized by comprising the following steps of manufacturing a node supporting frame section (3):
the first step is as follows: connecting the longitudinal stay bar (12) and the transverse stay bar (13) with the vertical support angle steel (15) through fillet welds;
the second step is that: the lower end fillet weld of the vertical supporting angle steel (15) is connected with an angle steel end plate (14) provided with an adjusting screw hole;
the third step: the lower end of the screw rod (17) is welded with a bottom plate (18), the screw rod (17) penetrates into the angle steel end plate (14), and meanwhile the upper end and the lower end of the angle steel end plate (14) are screwed into the adjusting nut (16) to the screw rod (17) to form a node support frame section (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110558012.6A CN113152736B (en) | 2021-05-21 | 2021-05-21 | Multi-cavity steel plate composite shear wall foot connection node and manufacturing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110558012.6A CN113152736B (en) | 2021-05-21 | 2021-05-21 | Multi-cavity steel plate composite shear wall foot connection node and manufacturing method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113152736A true CN113152736A (en) | 2021-07-23 |
| CN113152736B CN113152736B (en) | 2024-12-03 |
Family
ID=76877019
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110558012.6A Active CN113152736B (en) | 2021-05-21 | 2021-05-21 | Multi-cavity steel plate composite shear wall foot connection node and manufacturing method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113152736B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117127806A (en) * | 2023-10-17 | 2023-11-28 | 中建八局轨道交通建设有限公司 | An installation method for steel structures in rigid concrete structure shear walls |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06341149A (en) * | 1993-05-31 | 1994-12-13 | Ohbayashi Corp | Underground structure |
| JPH07138972A (en) * | 1993-11-11 | 1995-05-30 | Takenaka Komuten Co Ltd | Construction method for underground skeleton |
| US20020032998A1 (en) * | 2000-07-07 | 2002-03-21 | Frederick Morello | Method and apparatus for connecting a building panel to a foundation |
| CN201581522U (en) * | 2009-06-02 | 2010-09-15 | 筑巢（北京）科技有限公司 | Wall body with light steel structure |
| JP2013023874A (en) * | 2011-07-20 | 2013-02-04 | Hirobumi Shinno | Breakwater water structure |
| KR20170048879A (en) * | 2015-10-27 | 2017-05-10 | 박광호 | Reinforcement of foundation |
| CN107700517A (en) * | 2017-09-13 | 2018-02-16 | 云南建投钢结构股份有限公司 | A kind of boots beam type foot joint component for tubular pillar |
| CN110512776A (en) * | 2019-08-30 | 2019-11-29 | 天津三建建筑工程有限公司 | A kind of construction method of assembling type steel structure Multicarity steel plate combined shear wall |
| CN111663794A (en) * | 2020-07-02 | 2020-09-15 | 北京住总集团有限责任公司 | Wall body leveling mechanism for longitudinal rib superposed shear wall and construction method |
| CN215330669U (en) * | 2021-05-21 | 2021-12-28 | 浙江东南网架股份有限公司 | Multi-cavity steel plate combined shear wall foot connecting node |
| CN115182452A (en) * | 2022-07-14 | 2022-10-14 | 上海民航新时代机场设计研究院有限公司 | A reinforced concrete column outsourcing type column base structure |
| CN219196302U (en) * | 2023-02-27 | 2023-06-16 | 哈尔滨工业大学（威海） | A kind of embedded wall foot joint of composite shear wall with shoe beam |
-
2021
- 2021-05-21 CN CN202110558012.6A patent/CN113152736B/en active Active
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06341149A (en) * | 1993-05-31 | 1994-12-13 | Ohbayashi Corp | Underground structure |
| JPH07138972A (en) * | 1993-11-11 | 1995-05-30 | Takenaka Komuten Co Ltd | Construction method for underground skeleton |
| US20020032998A1 (en) * | 2000-07-07 | 2002-03-21 | Frederick Morello | Method and apparatus for connecting a building panel to a foundation |
| CN201581522U (en) * | 2009-06-02 | 2010-09-15 | 筑巢（北京）科技有限公司 | Wall body with light steel structure |
| JP2013023874A (en) * | 2011-07-20 | 2013-02-04 | Hirobumi Shinno | Breakwater water structure |
| KR20170048879A (en) * | 2015-10-27 | 2017-05-10 | 박광호 | Reinforcement of foundation |
| CN107700517A (en) * | 2017-09-13 | 2018-02-16 | 云南建投钢结构股份有限公司 | A kind of boots beam type foot joint component for tubular pillar |
| CN110512776A (en) * | 2019-08-30 | 2019-11-29 | 天津三建建筑工程有限公司 | A kind of construction method of assembling type steel structure Multicarity steel plate combined shear wall |
| CN111663794A (en) * | 2020-07-02 | 2020-09-15 | 北京住总集团有限责任公司 | Wall body leveling mechanism for longitudinal rib superposed shear wall and construction method |
| CN215330669U (en) * | 2021-05-21 | 2021-12-28 | 浙江东南网架股份有限公司 | Multi-cavity steel plate combined shear wall foot connecting node |
| CN115182452A (en) * | 2022-07-14 | 2022-10-14 | 上海民航新时代机场设计研究院有限公司 | A reinforced concrete column outsourcing type column base structure |
| CN219196302U (en) * | 2023-02-27 | 2023-06-16 | 哈尔滨工业大学（威海） | A kind of embedded wall foot joint of composite shear wall with shoe beam |
Non-Patent Citations (2)
| Title |
|---|
| 汪大绥;陆道渊;黄良;王建;徐麟;朱俊;: "天津津塔结构设计", 建筑结构学报, no. 1, 30 June 2009 (2009-06-30), pages 1 - 7 * |
| 袁霓绯;张磊;李洪光;: "钢框架-防屈曲钢板剪力墙在装配式钢住宅中的应用", 建筑结构, no. 01, 10 January 2020 (2020-01-10) * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117127806A (en) * | 2023-10-17 | 2023-11-28 | 中建八局轨道交通建设有限公司 | An installation method for steel structures in rigid concrete structure shear walls |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113152736B (en) | 2024-12-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104912190B (en) | Dry type joggle frame structure | |
| CN103924797B (en) | Rural area assembling type steel structure dwelling house system and construction method | |
| CN103541430B (en) | A steel structure corridor support connection structure | |
| CN102535642B (en) | Assembled joints and assembly methods of reticulated shell steel structures with free-form surfaces in space | |
| CN105155687A (en) | H-shaped steel column flange plate side prefabricated double-groove profile steel combined rigid connecting node | |
| CN105002924A (en) | Hollow ground anchor cage base | |
| CN108222289A (en) | Assembled bamboo-wood beam-column joint connection structure | |
| CN104607815A (en) | Method for manufacturing and controlling camber of crane main girder | |
| CN107060082A (en) | A kind of dry type assembled ECC protective layer node structures | |
| CN113152736A (en) | Multi-cavity steel plate combined shear wall footing connecting node and manufacturing method thereof | |
| CN205617567U (en) | No welded assembled steel pipe concrete beam -column joint | |
| CN113833279A (en) | Integral jacking construction method for deformed steel net rack with height difference during mounting of support | |
| CN111255074B (en) | A prefabricated column-steel beam hybrid frame structure and construction method thereof | |
| CN202131600U (en) | Dual cross fixing end | |
| CN203008136U (en) | Concrete-filled steel tubular column and reinforced concrete beam middle joint connection structure | |
| CN215330669U (en) | Multi-cavity steel plate combined shear wall foot connecting node | |
| CN109457868B (en) | Steel pipe concrete column base joint and construction method thereof | |
| CN213742335U (en) | Adjustable assembled reinforcing bar preparation support | |
| CN206928427U (en) | A dry assembled ECC protective layer node structure | |
| CN207597748U (en) | A kind of dovetail type concrete prefabricated stairs | |
| CN205777593U (en) | A kind of adjustable combination type bracing frame for vertical supporting sill anchor | |
| CN211714170U (en) | Integrated assembled steel construction building | |
| CN107419916A (en) | Internal moment reinforcing and correcting device for beam structure | |
| CN204676698U (en) | Super High does not land skew lattice structure | |
| CN116927330B (en) | Beam column node connection structure of assembled concrete special-shaped column frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |