CN109972734A - A kind of steel-structure beam-column node - Google Patents
A kind of steel-structure beam-column node Download PDFInfo
- Publication number
- CN109972734A CN109972734A CN201910360063.0A CN201910360063A CN109972734A CN 109972734 A CN109972734 A CN 109972734A CN 201910360063 A CN201910360063 A CN 201910360063A CN 109972734 A CN109972734 A CN 109972734A
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- load
- steel
- bearing
- bloom
- buffering
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 166
- 239000010959 steel Substances 0.000 claims abstract description 166
- 230000001681 protective effect Effects 0.000 claims abstract description 58
- 230000003139 buffering effect Effects 0.000 claims abstract description 54
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 25
- 239000000872 buffer Substances 0.000 claims abstract description 12
- 239000002689 soil Substances 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 238000004064 recycling Methods 0.000 abstract description 7
- 238000004806 packaging method and process Methods 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 244000046052 Phaseolus vulgaris Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- 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
-
- 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
- E04B2001/2406—Connection nodes
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of steel-structure beam-column nodes, including load-bearing pillar, girder steel, buffering bloom, protective steel sleeve, reinforcing bolt, reinforcing nut and load-bearing supporting plate, protective steel sleeve to be set in the outside of load-bearing pillar；The outside of load-bearing pillar is arranged in load-bearing supporting plate vertical-horizontal, and the lower edge of protective steel sleeve is arranged in；It buffers bloom to be arranged between girder steel and protective steel sleeve, and is placed in the top of load-bearing supporting plate；It is fluted to buffer setting in bloom；The upper end for reinforcing bolt is movably arranged in groove, and lower end sequentially passes through buffering bloom and load-bearing supporting plate, will be buffered bloom using reinforcing nut and is fixedly connected with load-bearing supporting plate；The invention discloses realize the processing of the extension to load-bearing pillar and girder steel tie point, greatly convenient disassembly and recycling to load-bearing pillar and girder steel simultaneously, pass through the reinforcing bolt being movably arranged on the inside of buffering bloom, it realizes and girder steel and load-bearing supporting plate is pre-fixed, reduce and look for the hole time, significantly increases packaging efficiency.
Description
Technical field
The invention belongs to steel structure technology field, in particular to a kind of steel-structure beam-column node.
Background technique
Existing steel-structure beam-column node when fixed with girder steel mostly be to be fixed by welding, although stability is extremely strong
But extremely inconvenience is dismantled and is recycled, and causes great economic waste, while the girder steel being fixed by bolt, pole
The case where easily leading to girder steel and the fracture of load-bearing pillar tie point causes very big puzzlement to user, and general girder steel is during installation,
The problem of often there is the unsmooth phenomenon of card contact, deform so as to cause card contact, reducing node service life.
Summary of the invention
For the technical problems in the prior art, the purpose of the present invention is to provide a kind of steel-structure beam-column node,
To solve the problems, such as that existing load-bearing pillar and girder steel inconvenience carry out splitting recycling
To reach realization above-mentioned purpose, the present invention adopts the following technical scheme:
A kind of steel-structure beam-column node, including load-bearing pillar, girder steel, buffering bloom, protective steel sleeve, reinforcing bolt, reinforcing spiral shell
Female and load-bearing supporting plate；The surrounding of load-bearing pillar is arranged in girder steel vertical-horizontal, and the connection of load-bearing pillar and girder steel is arranged in protective steel sleeve
At node, protective steel sleeve is set in the outside of load-bearing pillar；The outside of load-bearing pillar, load-bearing supporting plate is arranged in load-bearing supporting plate vertical-horizontal
The lower edge of protective steel sleeve is set；It buffers bloom to be arranged between girder steel and protective steel sleeve, and is placed in the top of load-bearing supporting plate；
It buffers and is fixedly connected between one end and girder steel of bloom, the other end is close to setting with protective steel sleeve；It is provided in buffering bloom recessed
Slot, the upper end for reinforcing bolt are movably arranged in groove, and the lower end end for reinforcing bolt sequentially passes through buffering bloom and load-bearing supporting plate,
Using reinforcing, nut will buffer bloom and load-bearing supporting plate is fixed together.
It further, further include magnet ring, magnet ring is arranged in the groove of buffering bloom, and magnet ring is fixed at recessed
The upper end of slot, magnet ring and the position for reinforcing bolt are adapted.
It further, further include load-bearing steel seat, load-bearing steel seat is arranged between girder steel and load-bearing supporting plate, load-bearing steel seat and anti-
Shield steel bushing is fixedly connected.
It further, further include auxiliary wheel, auxiliary wheel setting is between buffering bloom and protective steel sleeve；Auxiliary wheel
It is horizontally set on buffering bloom by shaft；The outside of protective steel sleeve, which corresponds to, is provided with storage at the bonding position of auxiliary wheel
Slot, auxiliary wheel are equipped in accommodating groove.
Further, load-bearing supporting plate and load-bearing pillar use integral structure.
Further, load-bearing steel seat and protective steel sleeve use integral structure.
Further, girder steel includes that upper string board, lower boom plate, web and end plate, web are vertically set on upper string board and lower edge
Between plate, end plate is arranged at the connecting pin of girder steel and buffering bloom；End plate with upper string board, lower boom plate and web are vertical connects
It connects, upper string board stretches out end plate setting, and the extension end of upper string board is fixedly connected with buffering bloom upper surface；End plate and buffering bloom
(3) side wall is fixedly connected, and lower boom plate is fixedly connected with load-bearing supporting plate.
Further, load-bearing pillar uses steel column or concrete steel tubing string.
Compared with the prior art, the beneficial effects of the present invention are as follows:
A kind of steel-structure beam-column node of the present invention by the way that protective steel sleeve is arranged in the outside of load-bearing pillar, and is mounted on anti-
The buffering bloom for protecting steel bushing and girder steel junction realizes the processing of the extension to load-bearing pillar and girder steel tie point, while greatly
Convenient disassembly and recycling to load-bearing pillar and girder steel is realized by the reinforcing bolt being movably arranged on the inside of buffering bloom
Girder steel and load-bearing supporting plate are pre-fixed, reduces and looks for the hole time, significantly increase packaging efficiency, solve existing load-bearing pillar and
Girder steel inconvenience carries out the problem of splitting recycling.
Further, it is fixed, is avoided with the absorption of magnet ring by the way that bolt in setting magnet ring, will be reinforced in disassembly process
Reinforce the damage of bolt.
Further, it by the auxiliary wheel in buffering bloom side, realizes mobile to the auxiliary of girder steel；By by steel
Beam and the fixed use of buffering bloom, it is mobile to have achieved the effect that auxiliary, while auxiliary wheel being fastened on to the inside of accommodating groove, have subtracted
The small gap generated between auxiliary wheel and protective steel sleeve, significantly increases the stability that girder steel is connected with protective steel sleeve,
Solve the problems, such as that existing girder steel is inconvenient during installation mobile close to load-bearing pillar.
Further, load-bearing supporting plate and load-bearing pillar setting are an integral structure, improve load-bearing supporting plate intensity and beam column
The stability of node.
Further, integral structure is arranged in load-bearing steel seat and protective steel sleeve, improves load-bearing steel seat and protective steel sleeve
Intensity and bean column node stability.
Detailed description of the invention
Fig. 1 is a kind of steel-structure beam-column node overlooking structure diagram of the present invention；
Fig. 2 is a kind of steel-structure beam-column node structure longitudinal profile schematic diagram of the present invention；
Fig. 3 is a kind of steel-structure beam-column node partial structural diagram of the present invention；
Fig. 4 is the steel beam structure schematic diagram in a kind of steel-structure beam-column node of the present invention.
Wherein, 1 load-bearing pillar, 2 girder steels, 3 buffering blooms, 4 load-bearing steel seats, 5 protective steel sleeves, 6 reinforce bolt, and 7 reinforce nut,
8 auxiliary wheels, 9 accommodating grooves, 10 magnet rings, 11 load-bearing supporting plates；21 upper string boards, 22 lower boom plates, 23 webs, 24 end plates.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
With reference to shown in attached drawing 1-4, the present invention provides a kind of steel-structure beam-column node, including load-bearing pillar 1, girder steel 2, buffering steel
Block 3, protective steel sleeve 5, reinforces bolt 6, reinforces nut 7, auxiliary wheel 8, accommodating groove 9, magnet ring 10 and load-bearing weighing steel seat 4
Supporting plate 11:
Load-bearing pillar 1 is vertically arranged, and 2 vertical-horizontal of girder steel is connected to the surrounding of load-bearing pillar 1；Protective steel sleeve 5 is arranged in load-bearing
At the connecting node of column 1 and girder steel 2, protective steel sleeve 5 is set in the outside of load-bearing pillar 1；Load-bearing is fixedly installed in the outside of load-bearing pillar 1
Supporting plate 11, load-bearing supporting plate 11 is horizontally disposed, and the lower edge of protective steel sleeve 5 is arranged in load-bearing supporting plate 11；Load-bearing steel seat 4 is arranged in steel
Between beam 2 and load-bearing supporting plate 11, load-bearing steel seat 4 is close to that the top of load-bearing supporting plate 11, load-bearing steel seat 4 and protective steel sleeve 5 is arranged in
It is fixedly connected；
It buffers bloom 3 to be arranged between girder steel 2 and protective steel sleeve 5, and is placed in the top of load-bearing steel seat 4；Buffer bloom 3
It is fixedly connected between one end and girder steel 2, the other end is close to setting with protective steel sleeve 5；Buffering bloom 3 is internally provided with groove,
The upper end for reinforcing bolt 6 is arranged in groove, reinforces 6 lower end end of bolt stretching groove and extends straight down；It reinforces under bolt 6
End end, which sequentially passes through, buffers bloom 3 and load-bearing supporting plate 11, will buffer bloom 3 and the fixed company of load-bearing supporting plate 11 using nut 7 is reinforced
It is connected together；Magnet ring 10 is arranged in the groove of buffering bloom 3, and magnet ring 10 is fixed at the upper end of groove, magnet ring
10 are adapted with the position for reinforcing bolt 6.
The setting of auxiliary wheel 8 is between buffering bloom 3 and protective steel sleeve 5；Auxiliary wheel 8 is horizontally set on slow by shaft
It rushes on bloom 3；The outside of protective steel sleeve 5 corresponds to and is provided with accommodating groove 9 at the bonding position of auxiliary wheel 8, and auxiliary wheel 8 cooperates
It is arranged in accommodating groove 9.
Girder steel 2 includes upper string board 21, lower boom plate 22, web 23 and end plate 24, and web 23 is vertically set on 21 He of upper string board
Between lower boom plate 22, end plate 24 is arranged at the connecting pin of girder steel 2 and buffering bloom 3；The side wall of end plate 24 and buffering bloom 3 is flat
Row setting；End plate 24 with upper string board 21, lower boom plate 22 and web 23 are vertical connect, upper string board 21 stretches out end plate 24 and is arranged, on
The extension end of boom plate 21 is fixedly connected with buffering 3 upper surface of bloom；The upper surface of buffering bloom 3 is provided with card slot, top boom 21
Extension end and buffering bloom 3 on card slot be cooperatively connected；End plate 24 is fixedly connected with the side wall of buffering bloom 3, lower boom plate 22
It is fixedly connected with load-bearing supporting plate 11；Upper string board 21 and end plate 24 are all made of bolt with buffering bloom 3 and are fixedly connected；Lower boom plate 22 with
Load-bearing supporting plate 11 is bolted and fixed.
The present invention provides a kind of steel structure girder column connected nodes
Embodiment
The present invention provides a kind of steel-structure beam-column node, load-bearing pillar 1 uses steel column or concrete steel tubing string, concrete steel
Tubing string uses the casting concrete in steel pipe column, forms the component of steel pipe and concrete shared load；
The protective steel sleeve 5 in 1 outside of load-bearing pillar is mounted on by designing, and design is mounted on protective steel sleeve 5 and girder steel 2 connects
The buffering bloom 3 for meeting place realizes the processing of the extension to 2 connecting node of load-bearing pillar 1 and girder steel, while greatly convenient to holding
The disassembly and recycling of weight column 1 and girder steel 2, by design be mounted on buffering bloom 3 in reinforcing bolt 6, realize to girder steel 2,
Pre-fixing for load-bearing steel seat 4 and load-bearing supporting plate 11, reduces and looks for the hole time, significantly increase packaging efficiency；Buffering bloom 3,
Protective steel sleeve 5, reinforcing bolt 6 and reinforcing nut 7 are respectively positioned at the connecting node of load-bearing pillar 1 and girder steel 2；
The outside of load-bearing pillar 1 is fixedly installed load-bearing supporting plate 11 in the present invention, and the outside of load-bearing pillar 1 corresponds to load-bearing supporting plate 11
Top be fixedly installed protective steel sleeve 5；The outside of protective steel sleeve 5 is uniformly distributed there are four load-bearing steel seat 4, and the one of girder steel 2
Side is connected with buffering bloom 3 by screw bolt reinforcing, is connected in buffering bloom 3 and reinforces bolt 6, buffers the interior of bloom 3
Magnet ring 10 is fixedly installed at the corresponding top position for reinforcing bolt 6, and the one end for reinforcing bolt 6 sequentially passes through protective steel sleeve
5 and load-bearing supporting plate 11 screw be connected with reinforce nut 7.
In the present embodiment, it is preferred that auxiliary wheel 8 is located between buffering bloom 3 and protective steel sleeve 5, and auxiliary wheel 8 passes through
Shaft is fixedly mounted on buffering bloom 3 side, and the outside of protective steel sleeve 5 corresponds to be offered at the bonding position of auxiliary wheel 8
Accommodating groove 9 is mounted on the auxiliary wheel 8 of buffering 3 side of bloom by designing, and the auxiliary movement to girder steel 2 is realized, by girder steel
2 fix use with buffering bloom 3, have achieved the effect that auxiliary movement；Auxiliary wheel 8 is fastened on to the inside of accommodating groove 9 simultaneously,
Reduce the gap generated between auxiliary wheel 8 and protective steel sleeve 5, significantly increase girder steel 2 and protective steel sleeve 5 connect it is steady
Solidity.
Preferably, load-bearing pillar 1 and load-bearing supporting plate 11 are integral type mechanism.
Preferably, protective steel sleeve 5 and load-bearing steel seat 4 are an integral structure.
Preferably, it is connected at the top of the upper string board 21 of girder steel 2 and buffering bloom 3 by six screws reinforcings, wherein the steel
The end plate 24 of beam 2 is fixedly connected with the binding face of buffering bloom 3 by equally distributed four bolts.The lower boom plate 22 of girder steel 2
It is fixedly connected by bolt-through load-bearing supporting plate 11 with load-bearing pillar 1.
Process for using:
When disassembly, when needing to dismantle load-bearing pillar 1 and girder steel 2, the reinforcing nut 7 of 3 bottom of bloom, edge will be buffered
Reinforce bolt 6 on threads turn, and finally by reinforce bolt 6 and reinforce nut 7 separate, then will reinforce bolt 6 toward buffering
The inside of bloom 3 pushes, and will reinforce bolt 6 and the absorption of magnet ring 10 is fixed, dismantle girder steel 2 and 5 tie point of protective steel sleeve at this time
Bolt lift girder steel 2 after bolt all disassembly, the auxiliary wheel 8 buffered on bloom 3 is separated with accommodating groove 9, and edge
Protective steel sleeve 5 outer wall it is mobile, complete the separation of girder steel 2 and protective steel sleeve 5, protective steel sleeve 5 lifted at this time, by protective steel sleeve
5 toward load-bearing pillar 1 top-direction lift and separated with load-bearing supporting plate 11, the disassembly to protective steel sleeve 5 can be completed, complete to make
With.
The present invention is mounted on the protective steel sleeve on the outside of load-bearing pillar by design, and design is mounted on protective steel sleeve and girder steel
The buffering bloom of junction realizes the processing of the extension to load-bearing pillar and steel beam connecting joint, while greatly convenient to holding
The disassembly and recycling of weight column and girder steel are realized to girder steel and are held by designing the reinforcing bolt being mounted on the inside of buffering bloom
Weight steel seat pre-fixes, and reduces and looks for the hole time, significantly increases packaging efficiency, solve existing load-bearing pillar and girder steel inconvenience into
Row splits the problem of recycling.
The present invention is mounted on the auxiliary wheel of buffering bloom side by design, realizes the auxiliary movement to girder steel, will
Girder steel and the fixed use of buffering bloom, it is mobile to have achieved the effect that auxiliary, while auxiliary wheel being fastened on to the inside of accommodating groove,
The gap generated between auxiliary wheel and protective steel sleeve is reduced, significantly increase that girder steel connects with protective steel sleeve is firm
Property, solve the problems, such as that existing girder steel is inconvenient during installation mobile close to load-bearing pillar.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (8)
1. a kind of steel-structure beam-column node, which is characterized in that including load-bearing pillar (1), girder steel (2), buffering bloom (3), protection steel
(5) are covered, bolt (6) is reinforced, reinforces nut (7) and load-bearing supporting plate (11)；
The surrounding in load-bearing pillar (1) is arranged in girder steel (2) vertical-horizontal, and protective steel sleeve (5) is arranged in load-bearing pillar (1) and girder steel (2)
Connecting node at, protective steel sleeve (5) is set in the outside of load-bearing pillar (1)；Load-bearing supporting plate (11) vertical-horizontal is arranged in load-bearing
The lower edge in protective steel sleeve (5) is arranged in the outside of column (1), load-bearing supporting plate (11)；
It buffers bloom (3) to be arranged between girder steel (2) and protective steel sleeve (5), and is placed in the top of load-bearing supporting plate (11)；Buffer steel
It is fixedly connected between one end of block (3) and girder steel (2), the other end is close to setting with protective steel sleeve (5)；It is set in buffering bloom (3)
It is equipped with groove, the upper end for reinforcing bolt (6) is movably arranged in groove, and the lower end end for reinforcing bolt (6) sequentially passes through buffering steel
Buffering bloom (3) and load-bearing supporting plate (11) are fixed together by block (3) and load-bearing supporting plate (11) using nut (7) are reinforced.
2. a kind of steel-structure beam-column node according to claim 1, which is characterized in that further include magnet ring (10), magnet
In the groove of buffering bloom (3), magnet ring (10) is fixed at the upper end of groove for ring (10) setting, magnet ring (10) with plus
The position of fixing bolt (6) is adapted.
3. a kind of steel-structure beam-column node according to claim 1, which is characterized in that further include load-bearing steel seat (4), load-bearing
Steel seat (4) is arranged between girder steel (2) and load-bearing supporting plate (11), and load-bearing steel seat (4) is fixedly connected with protective steel sleeve (5).
4. a kind of steel-structure beam-column node according to claim 1, which is characterized in that it further include auxiliary wheel (8), auxiliary
Idler wheel (8) setting is between buffering bloom (3) and protective steel sleeve (5)；Auxiliary wheel (8) is horizontally set on buffering steel by shaft
On block (3)；The outside of protective steel sleeve (5) corresponds to and is provided with accommodating groove (9), auxiliary wheel at the bonding position of auxiliary wheel (8)
(8) it is equipped in accommodating groove (9).
5. a kind of steel-structure beam-column node according to claim 1, which is characterized in that load-bearing supporting plate (11) and load-bearing pillar
(1) integral structure is used.
6. a kind of steel-structure beam-column node according to claim 3, which is characterized in that load-bearing steel seat (4) and protective steel sleeve
(5) integral structure is used.
7. a kind of steel-structure beam-column node according to claim 1, which is characterized in that girder steel (2) include upper string board (21),
Lower boom plate (22), web (23) and end plate (24), web (23) are vertically set between upper string board (21) and lower boom plate (22), end
Plate (24) setting is at girder steel (2) and the connecting pin of buffering bloom (3)；End plate (24) and upper string board (21), lower boom plate (22) and
The vertical connection of web (23), upper string board (21) stretch out end plate (24) setting, the extension end of upper string board (21) and buffering bloom (3)
Upper surface is fixedly connected；End plate (24) is fixedly connected with the side wall of buffering bloom (3), and lower boom plate (22) and load-bearing supporting plate (11) are solid
Fixed connection.
8. a kind of steel-structure beam-column node according to claim 1, which is characterized in that load-bearing pillar (1) is using steel column or mixes
Solidifying soil steel pipe column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910360063.0A CN109972734B (en) | 2019-04-30 | 2019-04-30 | Steel construction beam column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910360063.0A CN109972734B (en) | 2019-04-30 | 2019-04-30 | Steel construction beam column node |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109972734A true CN109972734A (en) | 2019-07-05 |
| CN109972734B CN109972734B (en) | 2024-04-09 |
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ID=67087338
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910360063.0A Active CN109972734B (en) | 2019-04-30 | 2019-04-30 | Steel construction beam column node |
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| Country | Link |
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| CN (1) | CN109972734B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359556A (en) * | 2019-07-19 | 2019-10-22 | 北京工业大学 | The bean column node of assembling type steel structure built-in inserted plate quadrate steel pipe column end plate connection |
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|---|---|---|---|---|
| KR20180061566A (en) * | 2016-11-29 | 2018-06-08 | (주)엔테이지 | Steel Frame Construction Method With Double T-Shaped Joint Structure |
| CN108867869A (en) * | 2018-09-04 | 2018-11-23 | 中冶建筑研究总院（深圳）有限公司 | A kind of separate type bracket node structure and production method, Housing Structure System for beam column of steel structure connection |
| CN209941899U (en) * | 2019-04-30 | 2020-01-14 | 西安建筑科技大学 | Steel structure beam column node |
-
2019
- 2019-04-30 CN CN201910360063.0A patent/CN109972734B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20180061566A (en) * | 2016-11-29 | 2018-06-08 | (주)엔테이지 | Steel Frame Construction Method With Double T-Shaped Joint Structure |
| CN108867869A (en) * | 2018-09-04 | 2018-11-23 | 中冶建筑研究总院（深圳）有限公司 | A kind of separate type bracket node structure and production method, Housing Structure System for beam column of steel structure connection |
| CN209941899U (en) * | 2019-04-30 | 2020-01-14 | 西安建筑科技大学 | Steel structure beam column node |
Non-Patent Citations (1)
| Title |
|---|
| 刘坚;高奎;周观根;陈原;: "带外套管钢管混凝土柱与钢梁节点力学性能研究", 郑州大学学报(工学版), no. 05 * |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359556A (en) * | 2019-07-19 | 2019-10-22 | 北京工业大学 | The bean column node of assembling type steel structure built-in inserted plate quadrate steel pipe column end plate connection |
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| Publication number | Publication date |
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| CN109972734B (en) | 2024-04-09 |
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