CN115387470A - Assembled steel structure beam column joint and assembling method thereof - Google Patents
Assembled steel structure beam column joint and assembling method thereof Download PDFInfo
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- CN115387470A CN115387470A CN202210551864.7A CN202210551864A CN115387470A CN 115387470 A CN115387470 A CN 115387470A CN 202210551864 A CN202210551864 A CN 202210551864A CN 115387470 A CN115387470 A CN 115387470A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 36
- 239000010959 steel Substances 0.000 title claims abstract description 36
- 238000000034 method Methods 0.000 title claims abstract description 17
- 230000003014 reinforcing effect Effects 0.000 claims description 24
- 230000008569 process Effects 0.000 abstract description 10
- 238000009434 installation Methods 0.000 description 6
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
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- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
- E04B1/5812—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially I - or H - form
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- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses an assembly type steel structure beam column node and an assembly method thereof, and belongs to the technical field of assembly type steel structures. The assembled steel structure beam-column joint comprises a beam-column structure and a connecting assembly. The connecting assembly comprises a bottom plate piece, a pressing plate piece and an ejector rod, wherein the positioning groove is formed in one side of the bottom plate piece and the pressing plate piece, one side of the pressing plate piece is inserted into one side of the upper portion of the bottom plate piece in a sliding mode, the pressing plate piece is fixedly connected with one side of the bottom plate piece, one end of the ejector rod penetrates through threads of the bottom plate piece and is abutted to the bottom of the cross beam, and the bottom of the pressing plate piece is fixedly connected with the upper portion of the cross beam. In the whole using process, the positioning of the beam is firstly realized, the fine adjustment of the height of the beam is realized through the ejector rod, the bolt can conveniently penetrate through the hole between the beam and the auxiliary plate, the alignment coincidence time between the hole formed by the beam column and the hole formed by the main steel structure is reduced, and the mounting efficiency of the beam column with the assembly type rod structure is improved.
Description
Technical Field
The invention belongs to the technical field of matched steel structures, and particularly relates to an assembly type steel structure beam-column joint and an assembly method thereof.
Background
The fabricated steel structure is prefabricated and then assembled, namely, a drawing is firstly thinned according to nodes, a beam, a column and a connecting piece are prefabricated respectively, antirust paint is smeared, and the fabricated steel structure is assembled piece by piece according to the numbering sequence during installation.
When the beam column of the steel structure is assembled, the beam column is assembled with the beam column at the joint, the beam column joint frequently used is adopted, a lot of the beam column and the main body are directly fixedly connected through bolts between structures, holes need to be formed in advance in the beam column and the main body steel structure before the steel structure is assembled, the holes formed in the beam column need to be aligned and coincided with the holes formed in the main body structure when the beam column is installed, the bolts penetrate through the two holes to implement installation between the beam column and the main body steel structure, when the two holes are aligned and coincided, a large-scale crane is needed to hoist the beam column, the two holes are aligned and coincided slowly, and the caliber of the holes is small, so that the two holes need to be aligned and coincided for a long time, more time is wasted, and the installation material rate of the assembled steel structure beam column is reduced.
Disclosure of Invention
In order to solve the defects in the prior art, the invention provides an assembly type steel structure beam column node which substantially aims at solving the problem that when a beam column is assembled, a crane lifts the beam column, more time is wasted to align and coincide the hole formed in the beam column and the hole formed in the main steel structure, and the beam column installation efficiency is reduced.
In order to achieve the purpose, the technical scheme of the invention is as follows:
an assembled steel structure beam column node includes a beam column structure and a connection assembly.
The beam column structure comprises an upright column and a cross beam, and one end of the cross beam is fixedly connected with the upright column;
the connecting assembly comprises a bottom plate piece, a pressing plate piece and an ejector rod, wherein the positioning groove is formed in one side of the bottom plate piece and the pressing plate piece, the crossbeam is provided with a positioning plate matched with the positioning groove, the bottom plate piece is fixedly connected with one side of the stand column, the crossbeam is placed at the bottom of the bottom plate piece and between the pressing plate pieces, the positioning plate is inserted in the positioning groove, one side of the pressing plate piece is slidably inserted in one side of the upper portion of the bottom plate piece, the pressing plate piece is fixedly connected with one side of the bottom plate piece, one end of the ejector rod penetrates through the inside of the bottom plate piece, the upper portion of the ejector rod is abutted against the bottom of one side of the crossbeam, and the bottom of the pressing plate piece is fixedly connected with the upper portion of the crossbeam.
In the implementation process, the reinforcing part comprises a connector and a turnbuckle, one of the connector is fixedly connected with one side of the upright post and the other of the upright post is fixedly connected with one side of the cross beam, and two sides of the turnbuckle are hung inside the connector respectively.
In the implementation process, one side of the bottom plate piece is respectively provided with a supporting plate and an auxiliary plate, one side of the supporting plate is fixedly connected with one side of the bottom plate piece, one positioning groove is formed in the surface of the supporting plate, the cross beam is positioned on the upper portion of the supporting plate, one side of the auxiliary plate is fixedly connected with the bottom plate piece, the other side of the auxiliary plate is fixedly connected with the cross beam, and the auxiliary plates are symmetrically arranged.
In the implementation process, the connector is provided with a connecting lug, the turnbuckle is provided with a hook, and the hook is hung inside the connecting lug.
In the implementation process, the bottom plate piece is provided with a bearing beam, and the bearing beam is fixedly connected with one side of the auxiliary plate.
In the implementation process, one side of the bottom plate part is provided with a limiting block, the pressing plate part is provided with a sliding groove, and the sliding groove is connected to the outside of the limiting block in a sliding manner.
In the implementation process, the pressure plate piece is provided with a reinforcing plate, the reinforcing plate is in sliding connection with one side of the limiting block, and the reinforcing plate is fixedly connected with one side of the limiting block.
In the implementation process, the bottom of the supporting plate is positioned outside the ejector rod and is provided with a reinforcing block, and the ejector rod is in threaded connection with the inside of the reinforcing block.
In the implementation process, the supporting plate is positioned below the cross beam and is provided with a clearance groove.
Compared with the prior art, the invention has the following advantages:
when the positioning device is used, under the matching use of the upright post and the bottom plate piece, the bottom plate piece is fixedly connected to one side of the upright post, one end of the cross beam is placed on the upper side of the bottom plate piece, the positioning plate arranged at the bottom of the cross beam is inserted into the positioning groove formed in the supporting plate, under the matching use between the pressure plate piece and the bottom plate piece, the sliding connection between the pressure plate piece and the bottom plate piece is realized, the positioning groove formed in the pressure plate piece is sleeved outside the positioning plate arranged on the upper portion of the cross beam, the positioning of the cross beam is realized, under the matching use of the top rod and the bottom plate piece, the threaded connection between the top rod and the bottom plate piece is realized, the upper portion of the top rod is abutted against the bottom of the cross beam, the top rod is rotated to push the one end of the cross beam to realize fine adjustment, namely, the ascending or descending of one end of the cross beam is realized, the alignment coincidence between the hole formed in front of the hole formed in the cross beam and the hole formed in the bottom plate piece is realized, the bolt is fixedly connected between the cross beam and the bottom plate piece through the bolt, the alignment of the post and the hole formed between the bottom plate piece is realized, and the mounting efficiency of the mounting structure is improved.
An assembled steel structure beam-column node and an assembling method thereof according to the second aspect of the application comprise the assembled steel structure beam-column node according to the first aspect of the application, and the following steps:
s1, firstly, mounting a bottom plate part, wherein the bottom plate part is fixedly connected with an upright post through a bolt;
s2, one end of the cross beam is placed above the supporting plate, the positioning plate arranged at the bottom of the cross beam is inserted into the positioning groove formed in the supporting plate, the pressing plate piece is inserted into one side of the bottom plate piece in a sliding mode, and the positioning groove formed in the pressing plate piece is sleeved outside the positioning plate arranged at the upper portion of the cross beam;
s3, rotating the ejector rod, pushing one end of the cross beam to be finely adjusted by the ejector rod, enabling the through hole formed in the auxiliary plate to be overlapped with the through hole formed in the cross beam, and enabling a bolt to penetrate through the through hole to fixedly connect the auxiliary plate and the cross beam;
s4, after the auxiliary plate is fixed, fixedly connecting the cross beam with the supporting plate through bolts, and fixedly connecting the cross beam with the pressure plate piece through bolts;
s5, fixedly connecting one connector to one side of the stand column through a bolt, fixedly connecting the other connector to one side of the cross beam through a bolt, hanging two sides of the turn buckle inside the two connectors respectively, and tensioning the turn buckle.
Drawings
FIG. 1 is a schematic structural diagram of an assembled steel structure beam-column joint provided by an embodiment of the invention;
FIG. 2 is a schematic cross-sectional view of a positioning mechanism according to an embodiment of the present invention;
FIG. 3 is an enlarged view of area A of FIG. 2 according to an embodiment of the present invention;
FIG. 4 is a schematic cross-sectional view of a fixing mechanism according to an embodiment of the present invention;
fig. 5 is a schematic structural diagram of a reinforcing member according to an embodiment of the present invention.
In the figure: the beam column structure 100, the upright column 110, the cross beam 120, the positioning plate 121, the connecting assembly 200, the bottom plate part 210, the bearing beam 211, the limiting block 212, the supporting plate 220, the reinforcing block 222, the clearance groove 223, the pressure plate part 230, the sliding groove 231, the reinforcing plate 232, the auxiliary plate 240, the ejector rod 250, the positioning groove 270, the reinforcing part 300, the connecting head 310, the connecting lug 311, the turnbuckle 320 and the hook 321.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail with reference to the following embodiments.
It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
In the examples, the means used are conventional in the art unless otherwise specified.
Referring to fig. 1 to 5, the present application provides an assembled steel structure beam-column node, which includes a beam-column structure 100 and a connecting assembly 200.
The coupling assembly 200 is installed on the beam and column structure 100, and the coupling assembly 200 internally couples the beam and column structure 100 and facilitates the installation of the beam and column structure 100.
Referring to fig. 1, a beam-column structure 100 includes a vertical column 110 and a cross beam 120, wherein one end of the cross beam 120 is fixedly connected to the vertical column 110 and is connected by a connecting assembly 200.
Referring to fig. 1-4, the connecting assembly 200 includes a bottom plate 210, a pressing plate 230, and a top rod 250, wherein a positioning groove 270 is formed on one side of the bottom plate 210 and the pressing plate 230, a positioning plate 121 matched with the positioning groove 270 is disposed on the cross beam 120, the bottom plate 210 is fixedly connected to one side of the upright column 110, the cross beam 120 is disposed between the bottom of the bottom plate 210 and the pressing plate 230, the positioning plate 121 is inserted into the positioning groove 270, one side of the pressing plate 230 is slidably inserted into one side of the upper portion of the bottom plate 210, the pressing plate 230 is fixedly connected to one side of the bottom plate 210, one end of the top rod 250 penetrates through the inside of the bottom plate 210, the top rod 250 abuts against the bottom of one side of the cross beam 120, the bottom of the pressing plate 230 is fixedly connected to the top of the cross beam 120, one side of the bottom plate 210 is respectively provided with a supporting plate 220 and a sub-plate 240, one side of the supporting plate 220 is fixedly connected to one side of the bottom plate 210, A locating slot 270 is arranged on the surface of the supporting plate 220, the beam 120 is arranged on the upper portion of the supporting plate 220, one side of the auxiliary plate 240 is fixedly connected with the bottom plate part 210, the other side of the auxiliary plate 240 is fixedly connected with the beam 120, the auxiliary plate 240 is symmetrically arranged, the bottom plate part 210 is provided with a bearing beam 211, the bearing beam 211 is fixedly connected with one side of the auxiliary plate 240, a bolt connection mode is adopted, one side of the bottom plate part 210 is provided with a limiting block 212, the pressing plate part 230 is provided with a sliding groove 231, the sliding groove 231 is slidably connected to the outside of the limiting block 212, the pressing plate part 230 is provided with a reinforcing plate 232, the reinforcing plate 232 is slidably connected with one side of the limiting block 212, the reinforcing plate 232 is fixedly connected with one side of the limiting block 212, a bolt connection mode is adopted, the bottom of the supporting plate 220 is arranged on the outside of the ejector rod 250 and is provided with the reinforcing block 222, the ejector rod 250 is internally threaded, and the supporting plate 220 is arranged below the beam 120 and is provided with a gap slot 223.
Please refer to fig. 5, further including a reinforcing member 300, where the reinforcing member 300 includes connectors 310 and a turnbuckle 320, one connector 310 is fixedly connected to one side of the upright post 110 in a bolt connection manner, and the other connector 310 is fixedly connected to one side of the cross beam 120 in a bolt connection manner, two sides of the turnbuckle 320 are respectively hung inside the two connectors 310, it should be noted that the connectors 310 and the turnbuckle 320 are symmetrically arranged, the connectors 310 are provided with connection lugs 311, the turnbuckle 320 is provided with hooks 321, and the hooks 321 are hung inside the connection lugs 311.
Specifically, this assembled steel construction beam column node's theory of operation: when in use, the bottom plate member 210 is fixedly connected to one side of the upright column 110, one end of the cross beam 120 is placed on the upper portion of the supporting plate 220, the positioning plate 121 arranged at the bottom of the cross beam 120 is inserted into the positioning groove 270 arranged on the supporting plate 220 to position the bottom of the cross beam 120, the sliding groove 231 arranged on the pressing plate member 230 is slidably connected to the outside of the limiting block 212, the pressing plate member 230 is slid towards one side of the cross beam 120, the positioning groove 270 arranged on the pressing plate member 230 is sleeved on the outside of the positioning plate 121 arranged on the upper portion of the cross beam 120 to position the bottom of the cross beam 120, one end of the auxiliary plate 240 is fixedly connected with the bottom plate member 210 through a bolt, the ejector rod 250 is in threaded connection with the reinforcing block 222, the upper portion of the ejector rod 250 abuts against the bottom of the cross beam 120, the ejector rod 250 is rotated to enable the ejector rod 250 to push one end of the cross beam 120 to ascend or descend in a small range, and fine adjustment of one end of the cross beam 120 is realized, the alignment and coincidence of the holes formed on the beam 120 and the holes formed on the subplate 240 are implemented, the beam 120 is fixedly connected with the subplate 240 through bolts, the beam 120 is fixedly connected with the supporting plate 220 and the pressing plate 230, one connector 310 is fixedly connected with one side of the upright post 110, the other connector 310 is installed on one side of the beam 120, two sides of the turn buckle 320 are hung in the two connectors 310, the turn buckle 320 is tensioned, the re-reinforced connection between the beam 120 and the upright post 110 is implemented, in the whole using process, the positioning of the beam 120 is firstly realized, the fine adjustment of the height of the beam 120 is realized through the ejector rod 250, the bolts can conveniently penetrate through the holes between the beam 120 and the subplate 240, and the alignment and coincidence time between the holes formed on the beam column and the holes formed on the main body is further reduced, the efficiency of assembled pole structure beam column installation has been improved.
An assembled steel structure beam-column node and an assembling method thereof according to the second aspect of the application comprise the assembled steel structure beam-column node according to the first aspect of the application, and the following steps:
s1, firstly, mounting a bottom plate part 210, wherein the bottom plate part 210 is fixedly connected with an upright post 110 through a bolt;
s2, placing one end of the cross beam 120 above the supporting plate 220, inserting the positioning plate 121 arranged at the bottom of the cross beam 120 into the positioning groove 270 formed in the supporting plate 220, inserting the pressing plate member 230 into one side of the bottom plate member 210 in a sliding manner, and sleeving the positioning groove 270 formed in the pressing plate member 230 outside the positioning plate 121 arranged at the upper part of the cross beam 120;
s3, rotating the ejector rod 250, pushing one end of the cross beam 120 by the ejector rod 250 for fine adjustment, enabling the through hole formed in the auxiliary plate 240 to be overlapped with the through hole formed in the cross beam 120, and enabling a bolt to penetrate through the through hole to fixedly connect the auxiliary plate 240 and the cross beam 120;
s4, after the auxiliary plate 240 is fixed, the cross beam 120 is fixedly connected with the supporting plate 220 through bolts, and the cross beam 120 is fixedly connected with the pressure plate piece 230 through bolts;
s5, fixedly connecting one connector 310 to one side of the upright post 110 through a bolt, fixedly connecting the other connector 310 to one side of the cross beam 120 through a bolt, respectively hanging two sides of the turnbuckle inside the two connectors 310, and tensioning the turnbuckle.
The above examples only show some embodiments of the present invention, which are described in detail and detail, but not to be construed as limiting the scope of the invention.
It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the inventive concept, which falls within the scope of the present invention. Therefore, the protection scope of the present invention should be subject to the appended claims.
Claims (10)
1. An assembled steel structure beam column node, characterized in that includes:
the beam-column structure (100) comprises a vertical column (110) and a cross beam (120), wherein one end of the cross beam (120) is fixedly connected with the vertical column (110); and
the connecting assembly (200) comprises a bottom plate member (210), a pressing plate member (230) and an ejector rod (250), wherein positioning grooves (270) are formed in one side of the bottom plate member (210) and the pressing plate member (230), the cross beam (120) is provided with a positioning plate (121) matched with the positioning grooves (270), the bottom plate member (210) is fixedly connected with one side of the upright post (110), the cross beam (120) is placed between the bottom of the bottom plate member (210) and the pressing plate member (230), the positioning plate (121) is inserted into the positioning grooves (270), one side of the pressing plate member (230) is slidably inserted into one side of the upper portion of the bottom plate member (210), the pressing plate member (230) is fixedly connected with one side of the bottom plate member (210), one end of the ejector rod (250) penetrates through the inside of the bottom plate member (210), the upper portion of the ejector rod (250) abuts against the bottom of one side of the cross beam (120), and the bottom of the pressing plate member (230) is fixedly connected with the upper portion of the cross beam (120).
2. The assembled steel structure beam-column joint as claimed in claim 1, further comprising a reinforcing member (300), wherein the reinforcing member (300) comprises connectors (310) and turn-buckle screws (320), one of the connectors (310) is fixedly connected with one side of the upright post (110), the other connector (310) is fixedly connected with one side of the cross beam (120), and two sides of the turn-buckle screws (320) are respectively hung inside the two connectors (310).
3. An assembled steel structure beam-column node according to claim 2, characterized in that the connector (310) is provided with a connecting lug (311), the turnbuckle (320) is provided with a hook (321), and the hook (321) is hung inside the connecting lug (311).
4. The assembled steel structure beam-column joint as claimed in claim 1, wherein a supporting plate (220) and a secondary plate (240) are respectively disposed on one side of the base plate member (210), one side of the supporting plate (220) is fixedly connected to one side of the bottom of the base plate member (210), one positioning groove (270) is formed in the surface of the supporting plate (220), the cross beam (120) is disposed on the upper portion of the supporting plate (220), one side of the secondary plate (240) is fixedly connected to the base plate member (210), the other side of the secondary plate (240) is fixedly connected to the cross beam (120), and the secondary plates (240) are symmetrically disposed.
5. An assembled steel structure beam-column joint according to claim 4, characterized in that the bottom plate member (210) is provided with a bearing beam (211), and the bearing beam (211) is fixedly connected with one side of the auxiliary plate (240).
6. The assembled steel structure beam-column joint as claimed in claim 5, wherein a limiting block (212) is disposed at one side of the bottom plate member (210), a sliding slot (231) is formed in the pressing plate member (230), and the sliding slot (231) is slidably connected to the outside of the limiting block (212).
7. An assembled steel structure beam-column node according to claim 6, wherein the pressure plate member (230) is provided with a reinforcing plate (232), the reinforcing plate (232) is slidably connected with one side of the limiting block (212), and the reinforcing plate (232) is fixedly connected with one side of the limiting block (212).
8. An assembled steel structure beam-column joint according to claim 7, characterized in that the bottom of the supporting plate (220) is provided with a reinforcing block (222) outside the top bar (250), and the top bar (250) is internally threaded with the reinforcing block (222).
9. An assembled steel structural beam-column joint according to claim 8, wherein the support plate (220) is provided with a clearance groove (223) below the cross beam (120).
10. An assembled steel structure beam column node assembly method, comprising an assembled steel structure beam column node according to any one of claims 8-9, and the steps of:
s1, firstly, mounting a bottom plate piece (210), and fixedly connecting the bottom plate piece (210) and an upright post (110) through a bolt;
s2, one end of the cross beam (120) is placed above the supporting plate (220), the positioning plate (121) arranged at the bottom of the cross beam (120) is inserted into the positioning groove (270) formed in the supporting plate (220), the pressing plate member (230) is inserted into one side of the bottom plate member (210) in a sliding mode, and the positioning groove (270) formed in the pressing plate member (230) is sleeved outside the positioning plate (121) arranged at the upper portion of the cross beam (120);
s3, rotating the ejector rod (250), wherein the ejector rod (250) pushes one end of the cross beam (120) to be finely adjusted, the through hole formed in the auxiliary plate (240) is overlapped with the through hole formed in the cross beam (120), and a bolt penetrates through the through hole to fixedly connect the auxiliary plate (240) and the cross beam (120);
s4, after the auxiliary plate (240) is fixed, fixedly connecting the cross beam (120) with the supporting plate (220) through bolts, and fixedly connecting the cross beam (120) with the pressure plate piece (230) through bolts;
s5, one connector (310) is fixedly connected to one side of the upright post (110) through a bolt, the other connector (310) is fixedly connected to one side of the cross beam (120) through a bolt, two sides of the turn buckle are hung inside the two connectors (310) respectively, and the turn buckle is tensioned.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210551864.7A CN115387470A (en) | 2022-05-20 | 2022-05-20 | Assembled steel structure beam column joint and assembling method thereof |
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| CN202210551864.7A CN115387470A (en) | 2022-05-20 | 2022-05-20 | Assembled steel structure beam column joint and assembling method thereof |
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Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761952A (en) * | 2017-10-18 | 2018-03-06 | 北京工业大学 | A kind of T-shaped cover plate folder web attachment means of assembling type steel structure quadrate steel pipe column bean column node |
| CN109914592A (en) * | 2019-04-16 | 2019-06-21 | 沙洲职业工学院 | A kind of three dimension prestressing assembled Fast Installation beam-column node structure and construction method |
| CN210238772U (en) * | 2019-07-03 | 2020-04-03 | 安徽建筑大学 | Adopt high strength bolted connection's concrete beam column connected node |
| CN112049255A (en) * | 2020-09-18 | 2020-12-08 | 窦洪彪 | Assembled steel construction beam column node connecting device |
| CN212835917U (en) * | 2020-07-25 | 2021-03-30 | 广州城市职业学院 | Steel construction assembly type building subassembly and steel construction assembly type building |
| CN112922173A (en) * | 2021-04-01 | 2021-06-08 | 中建二局第一建筑工程有限公司 | Assembly type steel structure building assembly and assembly method |
| CN112982660A (en) * | 2021-02-25 | 2021-06-18 | 广东恒昌源钢结构工程有限公司 | Assembly type steel structure building assembly and assembly method |
| CN213897557U (en) * | 2020-10-24 | 2021-08-06 | 东莞市联泰钢构有限公司 | Reinforced steel structure mounted in multiple ways |
| CN214302188U (en) * | 2020-12-25 | 2021-09-28 | 浙江鹏盛建设集团有限公司 | Assembled node structure |
| CN214329322U (en) * | 2021-03-15 | 2021-10-01 | 深圳市瑞鑫钢结构工程有限公司 | Beam column node unit of multi-story and high-rise assembled steel structure system |
| CN214364052U (en) * | 2021-01-05 | 2021-10-08 | 安徽新时代建筑设计有限公司 | Assembled precast concrete beam node structure |
| CN214497852U (en) * | 2020-10-12 | 2021-10-26 | 傅蓉 | Detachable assembly type steel structure beam-column connecting structure |
| CN214884388U (en) * | 2021-06-09 | 2021-11-26 | 重庆昂佳科技有限公司 | Stable form assembled steel construction |
| WO2022057643A1 (en) * | 2020-09-18 | 2022-03-24 | 北京工业大学 | Assembly-type beam-column connection joint based on corrugated plate lateral-resistant special-shaped column |
-
2022
- 2022-05-20 CN CN202210551864.7A patent/CN115387470A/en active Pending
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761952A (en) * | 2017-10-18 | 2018-03-06 | 北京工业大学 | A kind of T-shaped cover plate folder web attachment means of assembling type steel structure quadrate steel pipe column bean column node |
| CN109914592A (en) * | 2019-04-16 | 2019-06-21 | 沙洲职业工学院 | A kind of three dimension prestressing assembled Fast Installation beam-column node structure and construction method |
| CN210238772U (en) * | 2019-07-03 | 2020-04-03 | 安徽建筑大学 | Adopt high strength bolted connection's concrete beam column connected node |
| CN212835917U (en) * | 2020-07-25 | 2021-03-30 | 广州城市职业学院 | Steel construction assembly type building subassembly and steel construction assembly type building |
| CN112049255A (en) * | 2020-09-18 | 2020-12-08 | 窦洪彪 | Assembled steel construction beam column node connecting device |
| WO2022057643A1 (en) * | 2020-09-18 | 2022-03-24 | 北京工业大学 | Assembly-type beam-column connection joint based on corrugated plate lateral-resistant special-shaped column |
| CN214497852U (en) * | 2020-10-12 | 2021-10-26 | 傅蓉 | Detachable assembly type steel structure beam-column connecting structure |
| CN213897557U (en) * | 2020-10-24 | 2021-08-06 | 东莞市联泰钢构有限公司 | Reinforced steel structure mounted in multiple ways |
| CN214302188U (en) * | 2020-12-25 | 2021-09-28 | 浙江鹏盛建设集团有限公司 | Assembled node structure |
| CN214364052U (en) * | 2021-01-05 | 2021-10-08 | 安徽新时代建筑设计有限公司 | Assembled precast concrete beam node structure |
| CN112982660A (en) * | 2021-02-25 | 2021-06-18 | 广东恒昌源钢结构工程有限公司 | Assembly type steel structure building assembly and assembly method |
| CN214329322U (en) * | 2021-03-15 | 2021-10-01 | 深圳市瑞鑫钢结构工程有限公司 | Beam column node unit of multi-story and high-rise assembled steel structure system |
| CN112922173A (en) * | 2021-04-01 | 2021-06-08 | 中建二局第一建筑工程有限公司 | Assembly type steel structure building assembly and assembly method |
| CN214884388U (en) * | 2021-06-09 | 2021-11-26 | 重庆昂佳科技有限公司 | Stable form assembled steel construction |
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