CN109057048A - A kind of full bolt cast steel connection bean column node module in scene being applicable in silent Section Column - Google Patents
A kind of full bolt cast steel connection bean column node module in scene being applicable in silent Section Column Download PDFInfo
- Publication number
- CN109057048A CN109057048A CN201811031132.5A CN201811031132A CN109057048A CN 109057048 A CN109057048 A CN 109057048A CN 201811031132 A CN201811031132 A CN 201811031132A CN 109057048 A CN109057048 A CN 109057048A
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- Prior art keywords
- main basal
- basal base
- column
- connection
- bolt
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- 235000010627 Phaseolus vulgaris Nutrition 0.000 title claims abstract description 14
- 244000046052 Phaseolus vulgaris Species 0.000 title claims abstract description 14
- 229910001208 Crucible steel Inorganic materials 0.000 title claims abstract description 13
- 238000003466 welding Methods 0.000 claims description 20
- 230000007704 transition Effects 0.000 claims description 10
- 238000005266 casting Methods 0.000 claims description 8
- 239000003351 stiffener Substances 0.000 claims description 7
- 238000003032 molecular docking Methods 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 229910000831 Steel Inorganic materials 0.000 abstract description 5
- 239000010959 steel Substances 0.000 abstract description 5
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 9
- 238000009434 installation Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 239000012530 fluid Substances 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000002699 waste material Substances 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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
-
- 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
-
- 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
- E04B2001/2418—Details of bolting
-
- 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
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of full bolt cast steel connection bean column node modules in scene for being applicable in silent Section Column in steel structure technology field, the column connector being arranged above and below including two, it further include the node interfacing part between two column connectors, it further include multiple beam connections, beam connection is connect by bolt with side bar, column connector；Column connector includes main basal base, and the upper and lower side of main basal base is equipped with butting member, and one of butting member of main basal base and the end of tubing string match, another butting member of main basal base and the end of node interfacing part match；When being distributed with multiple assembled on the interface of the main basal base and disposed thread hole of the threaded portion matching of bolt.It may be implemented in the live assembly of bolt completely, be readily transported and assemble, modularized production can be carried out, interchangeability is good.
Description
Technical field
The present invention relates to steel structure technology field, in particular to a kind of full bolt cast steel in scene for being applicable in silent Section Column connects
Connect bean column node module.
Background technique
With Chinese society expanding economy, construction industry is faced such as the problems such as labor shortage, cost of labor rapid increase.
Traditional architecture industry also consumes a large amount of energy simultaneously, generates the building waste of substantial amounts, in order to solve these problems, China
Government proposes to pass through this solution of building industrialization.The final goal of building industrialization is using digital information technique control
Intelligence under system is built, and realizes the production method of big yield customization, and realizes the order mode of menu mode.
Steel construction can be realized the prefabricated of factory, field erected form of construction work at present, but build without fundamentally changing
The traditional approach made, because component does not mostly use assembly line to manufacture, it is often more important that do not have necessary to building industrialization
The feature of the standardized designs of building component and system.
Bean column node in steel structure system is by the connected significant points of upper lower prop, four side bars, however node is usual
It is subordinated to a part of structural column, but its stress size and complexity are all far longer than column, therefore position of joints needs
It is individually designed, and generally require to increase strengthening measure, therefore realize that the individually designed and manufacture of node is necessary.
It is a very important measurement standard that the full assembling of construction site, which is bolted for building industrialization, with weldering
Connect and compare in succession, site operation workload can not only be effectively reduced by being bolted, but also to construction level, weather conditions etc. because
The degree of dependence of element is smaller, is a kind of preferable joint connection in site mode.It is limited by operating space needed for installation bolt, at present
The bolt connecting mode of end plate type is more applied to opening section, and the construction precision requirement at the connection type scene of end plate type
It is higher, when at present in frame structure using end plate type connection, it is often unable to satisfy bolt construction precision, just may require that reaming etc. is grasped
Make, not only increases workload, also structure is caused artificially to damage.
Silent Section Column is for opening section column, and mechanical property includes stability, and bearing capacity etc. is higher, and
The external surface area in silent section is smaller, reduces the usage amount of Fireproof antirust coating.In addition, building the column such as circle in upper silent section
Shape, oval shape are also more attractive.But due to, there are the part that hand can not be gone beyond, not being available in silent Section Column
Common high-strength bolt, although having developed unilateral bolt, bolt performance is relatively low, and can not apply cylinder with it is ellipse
On cylinder.
Summary of the invention
The object of the present invention is to provide a kind of full bolt cast steels in the scene for being applicable in silent Section Column to connect bean column node module,
It may be implemented in the live assembly of bolt completely, be readily transported and assemble, modularized production can be carried out, interchangeability is good.
The object of the present invention is achieved like this: a kind of full bolt cast steel connection beam column section in scene being applicable in silent Section Column
Point module, the column connector being arranged above and below including two further include between two column connectors and two column connectors
Welding, its cross-sectional configuration node interfacing part compatible with the cross-sectional configuration of tubing string, further include multiple quantity and side bar
The compatible beam connection of quantity, further include multiple bolts for splicing, the beam connection passes through bolt and side bar, column
Connector connection, column connector one end and node interfacing part match, and the column connector other end is fixedly connected with tubing string；
The column connector includes main basal base, and the upper and lower side of the main basal base is equipped with the docking structure being integral with
The end of part, one of butting member of the main basal base and tubing string matches, another butting member of the main basal base with
The end of node interfacing part matches；
The main basal base is hollow structure up and down, and the main basal base is equipped with internal cavities, the main basal base side
The interface being affixed when equipped with splicing with beam connection, when being distributed with multiple assembly on the interface of the main basal base and bolt
The disposed thread hole that threaded portion matches；
The beam connection is equipped with multiple for installing the connecting hole of bolt.
Further, the interface of the main basal base is equipped with shear key that is raised, being laterally extended, the beam connection
It is equipped with the docking recess to match with shear key.
Further, each butting member includes the locating ring for splicing, and the locating ring and main basal base pass through casting
It is combined as a whole, the cross-sectional configuration of the positioning is adapted with the cross-sectional configuration of tubing string, and one of them is fixed in splicing
Position circle outside reclines the inner wall of tubing string, the inner wall for the node interfacing part that reclines on the outside of another locating ring, one end of the tubing string with
One end of main basal base connects in a welding manner, and the other end of one end of the node interfacing part and main basal base is in a welding manner
Connection.
Further, each butting member includes the connection block set of hollow structure, and the connection block set includes passing through up and down
Lead to lumen therethrough therein, described connection block set one end is combined as a whole with main basal base by casting, the connection block set other end
Equipped with transition interface compatible with the end profile of tubing string, the end of the transition interface of one of connection block set and tubing string with
The mode of welding connects, and the transition interface of another connection block set is connect in a welding manner with the end of node interfacing part.
Further, the ribbed stiffener for reinforcement structure intensity is fixed on the internal cavities wall surface of the main basal base.
Further, multiple parts corresponding with disposed thread hole are disposed on the internal cavities wall surface of the main basal base
Thicken block, it is described part thicken block be equipped with disposed thread hole it is coaxial, traverse therein, assembled when and bolt threaded portion
The mate with threaded holes of cooperation.
Further, the ribbed stiffener is equipped with upper and lower port that is a pair of and respectively corresponding internal cavities.
Compared with prior art, the beneficial effects of the present invention are: first, may be implemented in the live assembly of bolt completely, just
In transport and assembly；Second, the intensity and shape of node module can be adjusted flexibly according to design requirement；Third, setting can be passed through
Ribbed stiffener effectively improves the intensity and rigidity of entire node module；Fourth, modularized production can be carried out due to whole, exchange
Property is good, applied widely.
Detailed description of the invention
Fig. 1 is the composite assembly stereoscopic schematic diagram of the first embodiment of the invention.
Fig. 2 is the structural schematic diagram of the first embodiment center pillar connector of the invention.
Fig. 3 is the scheme of installation of the first embodiment center pillar connector and beam connection of the invention.
Fig. 4 is the top view in Fig. 3.
Fig. 5 is the scheme of installation of the first embodiment center pillar connector of the invention, rectangular tubing string, node connector.
Fig. 6 is the composite assembly stereoscopic schematic diagram of second of embodiment of the invention.
Fig. 7 is the structural schematic diagram of second of embodiment center pillar connector of the invention.
Fig. 8 is the scheme of installation of second of embodiment center pillar connector of the invention, round tubing string, node connector.
Fig. 9 is splicing schematic diagram of the invention.
Wherein, 1 column connector, 101 main basal bases, 101a disposed thread hole, 101b internal cavities, 101c interface, 102 innings
Portion thickeies block, and 102a mate with threaded holes, 103 ribbed stiffeners, 104 locating rings, 105 connect block sets, 105a lumen therethrough, and 105b transition connects
Mouthful, 106 shear keies, 2 node interfacing parts, 3 beam connections, 3a high intensity connecting hole, 3b docking recess, 4 rectangular tubing strings, 5 side bars,
6 round tubing strings, 7 bolts.
Specific embodiment
The first embodiment is shown in conjunction with Fig. 1-5, belongs to the installation operating condition of rectangular tubing string 4, this is applicable in silent Section Column
The full bolt cast steel connection bean column node module in scene include two column connectors 1 being arranged above and below, further include in two columns
It is between connector 1, with two 1 weldings of column connector, its cross-sectional configuration section compatible with the cross-sectional configuration of tubing string
Point interfacing part 2, further includes multiple quantity beam connection 3 compatible with the quantity of side bar 5, further includes multiple spiral shells for splicing
Bolt 7, beam connection 3 are connect by bolt 7 with side bar 5, column connector 1, and 1 one end of column connector and node interfacing part 2 match, column
1 other end of connector is fixedly connected with tubing string.
Above-mentioned column connector 1 includes main basal base 101, and the upper and lower side of main basal base 101 is equipped with pair being integral with
Connection member, one of butting member of main basal base 101 and the end of tubing string match, another butting member of main basal base 101
Match with the end of node interfacing part 2.
Above-mentioned main basal base 101 is hollow structure up and down, and main basal base 101 is equipped with internal cavities 101b, main basal base 101
Multiple spellings are distributed on the interface 101c being affixed when side is equipped with splicing with beam connection 3, the interface 101c of main basal base 101
The disposed thread hole 101a to match when dress with the threaded portion of bolt 7.
Above-mentioned beam connection 3 is equipped with multiple for installing the connecting hole 3a of bolt 7.
Wherein, the cross-sectional configuration of node interfacing part 2 is rectangular, is matched with the holding of the cross-sectional configuration of rectangular tubing string 4.
Wherein, butting member is combined as a whole with main basal base 101 by casting, can not only enhance mechanical strength, also
Effect ground reduces the problems in 1 stress collection of column connector.Beam connection 3 can also be such that its mechanical strength obtains by casting and forming
Guarantee.
In addition, as shown in figure 9, the beam connection 3 of lower part is just screwed to the column connector of lower part by bolt 7 at the construction field (site)
1, then by integral hoisting to designated position, the beam connection 3 on top is just screwed on side bar 5 by bolt 7 at the construction field (site), with
Side bar 5 lifts together, and is installed on mounted lower beam connection 3.
If the bearing capacity of bolt 7 is inadequate, protrusion, transverse direction can be set on the interface 101c of above-mentioned main basal base 101
The shear key 106 of extension, beam connection 3 are equipped with the docking recess 3b to match with shear key 106.Not only act as certain assembly
Positioning action, moreover it is possible to increase the bearing capacity of the connection of bolt 7.
Each butting member includes the locating ring 104 for splicing, and locating ring 104 is combined with main basal base 101 by casting
It is integrated, the cross-sectional configuration of locating ring 104 is adapted with the cross-sectional configuration of tubing string, and one of locating ring in splicing
104 outsides recline the inner wall of tubing string, the inner wall for the node interfacing part 2 that reclines on the outside of another locating ring 104, one end of tubing string and master
One end of pedestal 101 connects in a welding manner, the side of one end of node interfacing part 2 and the other end of main basal base 101 to weld
Formula connection.The cross section of locating ring 104 is rectangular, and is matched with the inner wall of rectangular tubing string 4, and positioning is played in assembly and is made
With, welding when, rectangular 4 end of tubing string resists 101 end of main basal base, welding when welding fluid penetrate into rectangular 4 end of tubing string and
In gap between 101 end of main basal base, locating ring 104 block welding fluid just in case welding fluid be lost.
It is fixed with the ribbed stiffener 103 for reinforcement structure intensity on the internal cavities 101b wall surface of above-mentioned main basal base 101, adds
Strength rib 103 can also prevent welding deformation.
Multiple offices corresponding with disposed thread hole 101a are disposed on the internal cavities 101b wall surface of above-mentioned main basal base 101
Portion thicken block 102, part thicken block 102 be equipped with disposed thread hole 101a it is coaxial, traverse therein, assembled when and bolt
The mate with threaded holes 102a of 7 threaded portion cooperation.Bolt 7 installs disposed thread hole 101a simultaneously when splicing and part thickeies block
102 mate with threaded holes 102a can increase the lock of bolt 7 with range, be caused to be detached from by outside pulling force to prevent bolt 7.
Above-mentioned ribbed stiffener 103 is equipped with upper and lower port that is a pair of and respectively corresponding internal cavities 101b.
Second of embodiment is shown in conjunction with Fig. 6-8, belongs to the installation operating condition of round tubing string 6, with the first embodiment
Difference is that the set-up mode of butting member is different: each butting member includes the connection block set 105 of hollow structure, connector sleeve
Seat 105 includes being combined into up and down with main basal base 101 by casting in lumen therethrough 105a therein, connection 105 one end of block set
One, connection 105 other end of block set are equipped with transition interface 105b compatible with the end profile of tubing string, one of connector sleeve
The transition interface 105b of seat 105 and the end of tubing string connect in a welding manner, the transition interface of another connection block set 105
105b is connect in a welding manner with the end of node interfacing part 2.Connection block set 105 is able to bear biggish load.
The present invention is not limited to the above embodiments, on the basis of technical solution disclosed by the invention, the skill of this field
For art personnel according to disclosed technology contents, one can be made to some of which technical characteristic by not needing creative labor
A little replacements and deformation, these replacements and deformation are within the scope of the invention.
Claims (7)
1. a kind of full bolt cast steel connection bean column node module in scene for being applicable in silent Section Column, it is characterised in that: including two
The column connector (1) being arranged above and below further includes between two column connectors (1) and two column connector (1) weldings
, its cross-sectional configuration node interfacing part (2) compatible with the cross-sectional configuration of tubing string, further include multiple quantity and side bar
(5) the compatible beam connection of quantity (3), further includes multiple bolts (7) for splicing, and the beam connection (3) passes through
Bolt (7) is connect with side bar (5), column connector (1), and described column connector (1) one end and node interfacing part (2) match, described
Column connector (1) other end is fixedly connected with tubing string；
The column connector (1) includes main basal base (101), and it is one that the upper and lower side of the main basal base (101), which is equipped in connection,
The butting member of body, one of butting member of the main basal base (101) and the end of tubing string match, the main basal base
(101) end of another butting member and node interfacing part (2) matches；
The main basal base (101) is hollow structure up and down, and the main basal base (101) is equipped with internal cavities (101b), institute
The interface (101c) being affixed when main basal base (101) side is equipped with splicing with beam connection (3) is stated, the main basal base (101)
The disposed thread hole (101a) to match when multiple assembly being distributed on interface (101c) with the threaded portion of bolt (7)；
The beam connection (3) is equipped with multiple for installing the connecting hole (3a) of bolt (7).
2. a kind of full bolt cast steel connection bean column node module in scene for being applicable in silent Section Column according to claim 1,
It is characterized by: shear key (106) that the interface (101c) of the main basal base (101) is equipped with protrusion, being laterally extended, institute
It states beam connection (3) and is equipped with the docking recess (3b) to match with shear key (106).
3. a kind of full bolt cast steel connection bean column node module in scene for being applicable in silent Section Column according to claim 1,
It is characterized by: each butting member includes the locating ring (104) for splicing, the locating ring (104) and main basal base (101)
It is combined as a whole by casting, the cross-sectional configuration of the locating ring (104) is adapted with the cross-sectional configuration of tubing string, and is being spelled
Recline on the outside of one of locating ring (104) inner wall of tubing string when connecing, and recline node interfacing part on the outside of another locating ring (104)
(2) one end of inner wall, the tubing string is connect in a welding manner with one end of main basal base (101), the node interfacing part (2)
One end connect in a welding manner with the other end of main basal base (101).
4. a kind of full bolt cast steel connection bean column node module in scene for being applicable in silent Section Column according to claim 1,
It is characterized by: each butting member includes the connection block set (105) of hollow structure, the connection block set (105) include can on
Lower perforation lumen therethrough (105a) therein, the connection block set (105) one end and main basal base (101) pass through casting and are combined into one
Body, connection block set (105) other end are equipped with transition interface (105b) compatible with the end profile of tubing string, one of them
The transition interface (105b) of connection block set (105) is connect in a welding manner with the end of tubing string, another connection block set (105)
Transition interface (105b) connect in a welding manner with the end of node interfacing part (2).
5. a kind of full bolt cast steel connection bean column node module in scene for being applicable in silent Section Column according to claim 1,
It is characterized by: being fixed with putting more energy into for reinforcement structure intensity on internal cavities (101b) wall surface of the main basal base (101)
Rib (103).
6. a kind of full bolt cast steel connection bean column node module in scene for being applicable in silent Section Column according to claim 1,
It is characterized by: being disposed with multiple and disposed thread hole (101a) on internal cavities (101b) wall surface of the main basal base (101)
Corresponding part thickeies block (102), and the part thickeies block (102) equipped with coaxial, horizontal with disposed thread hole (101a)
The mate with threaded holes (102a) cooperated when passing through therein, assembled with the threaded portion of bolt (7).
7. a kind of full bolt cast steel connection bean column node module in scene for being applicable in silent Section Column according to claim 5,
It is characterized by: the ribbed stiffener (103) is equipped with upper and lower port that is a pair of and respectively corresponding internal cavities (101b).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811031132.5A CN109057048B (en) | 2018-09-05 | 2018-09-05 | On-site all-bolt cast steel connecting beam column node module applicable to closed section column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811031132.5A CN109057048B (en) | 2018-09-05 | 2018-09-05 | On-site all-bolt cast steel connecting beam column node module applicable to closed section column |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109057048A true CN109057048A (en) | 2018-12-21 |
| CN109057048B CN109057048B (en) | 2024-01-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811031132.5A Active CN109057048B (en) | 2018-09-05 | 2018-09-05 | On-site all-bolt cast steel connecting beam column node module applicable to closed section column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109057048B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115370002A (en) * | 2022-08-05 | 2022-11-22 | 浙江绿筑集成科技有限公司 | Beam-column rigid connection node and construction method |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3789402B2 (en) * | 2002-06-26 | 2006-06-21 | 昌克 内田 | Crossing method of beam-to-column joints of architectural steel structures |
| CN107447861A (en) * | 2017-09-09 | 2017-12-08 | 北京工业大学 | A kind of assembling type steel structure square tube post beam column node connection device with diagonal brace |
| CN207314553U (en) * | 2017-10-17 | 2018-05-04 | 上海阿格坦姆建筑科技有限公司 | A kind of girder steel and the full bolt connection node of quadrate steel pipe column of putting more energy into box |
| CN209308182U (en) * | 2018-09-05 | 2019-08-27 | 同济大学 | A kind of full bolt cast steel connection bean column node module in scene being applicable in silent Section Column |
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2018
- 2018-09-05 CN CN201811031132.5A patent/CN109057048B/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115370002A (en) * | 2022-08-05 | 2022-11-22 | 浙江绿筑集成科技有限公司 | Beam-column rigid connection node and construction method |
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| CN109057048B (en) | 2024-01-09 |
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