CN208950057U - One kind being used for the rigidly connected node structure of beam column of steel structure and Housing Structure System - Google Patents
One kind being used for the rigidly connected node structure of beam column of steel structure and Housing Structure System Download PDFInfo
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- CN208950057U CN208950057U CN201821440417.XU CN201821440417U CN208950057U CN 208950057 U CN208950057 U CN 208950057U CN 201821440417 U CN201821440417 U CN 201821440417U CN 208950057 U CN208950057 U CN 208950057U
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- 239000003351 stiffener Substances 0.000 claims abstract description 13
- 238000003032 molecular docking Methods 0.000 claims description 17
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Abstract
The utility model relates to one kind to be used for the rigidly connected node structure of beam column of steel structure and Housing Structure System.It includes: central node, girder steel, web splice plate and upper and lower steel column that this, which is used for the rigidly connected node structure of beam column of steel structure,；Central node is prefabricated in factory's welding, is made of bottom plate, cover board, column web, web, ribbed stiffener.Steel column, steel beam flange, web and central node are connected by high-strength bolt.The node structure of the utility model eliminates the field joint penetration welding on the bolt-weld joint node edge of a wing, and the full bolt for realizing construction site beam column and node assembles；Relative to the full bolt connection node of tradition, the bolt quantity at edge of a wing position reduces half；Overlapping mode is shelved at edge of a wing position, convenient for beam construction in place be bolted, accelerate speed of application；In addition, the position of joints beam of the utility model penetrates through, reasonable stress；Realize factory normalization Prefabrication；Assembled in situ fast and easy, improves speed of application.
Description
Technical field
The utility model relates to building structure node interconnection technique fields, rigid for beam column of steel structure more particularly, to one kind
Property connection node structure and Housing Structure System.
Background technique
It is bolt-weld joint node (its structure that more steel structure girder column connected node is applied in existing specification regulation and engineering
As shown in Figure 1a), specially edge of a wing docking melt-through weld connection, the connection of web high-strength bolt.Its feature is in position of joints column
Perforation, column is interior to set internal partition of putting more energy into flange of beam position, and the edge of a wing is connected as docking melt-through weld, this butt weld requires to be level-one
Weld seam, scene is mostly high altitude operation, and need to carry out 100% weld seam detection.In addition, there are also full bolt beam-column connection, (it is tied
Structure is as shown in Figure 1 b), specially the edge of a wing is also connected by screw bolts, and the bolt quantity of this connecting node is more.The connection of column is also more
For the docking penetration weld of construction site, site welding heavy workload, weld time is long, and construction quality is not easy to control.
The information disclosed in the background technology section is intended only to deepen the understanding to the general background technology of the application, and
It is not construed as recognizing or implying in any form that the information constitutes the prior art known to those skilled in the art.
Utility model content
The purpose of this utility model is to provide one kind to be used for the rigidly connected node structure of beam column of steel structure and house knot
Structure system, to solve the technical problems existing in the prior art.
To achieve the goals above, the utility model uses following technical scheme:
The utility model provides a kind of for the rigidly connected node structure of beam column of steel structure, comprising: central node, steel
Beam, web splice plate and upper and lower steel column；Wherein,
The central node includes bottom plate, column web, cover board and web；The bottom plate, column web and cover board from
Under supreme be successively welded to connect；The web is welded on the lateral wall of the column web；
The cylindrical end portions of the upper and lower steel column are provided with ring flange, the ring flange and the bottom plate or the cover board
It is fixedly connected by high-strength bolt；
The girder steel is welded H type beam, and the upper and lower edge of a wing of girder steel connects with cover board, bottom plate by the way that high-strength bolt is fixed respectively
It connects；After the web of girder steel is docked with the web, it is fixedly connected by the web splice plate and high-strength bolt.
As a kind of further technical solution, several ribbed stiffeners are provided on the lateral wall of the column web.
As a kind of further technical solution, if the cylindrical end portions lateral surface for being provided with the ring flange is provided with
Dry suspension column ribbed stiffener.
As a kind of further technical solution, the length of the top flange of the girder steel is greater than the length of lower flange；It is described
The end of top flange has and the cover board overlapped extension；Correspondingly, the length of the bottom plate and lower flange interconnecting piece is big
In the length of cover board and top flange interconnecting piece.
As a kind of further technical solution, the web of the girder steel and the two sides of the web docking site are all provided with
It is equipped with the web splice plate.
A method of production is used for the rigidly connected node structure of beam column of steel structure, includes the following steps:
S1: bottom plate, column web, cover board, ribbed stiffener and the web in the central node is prefabricated in factory's welding；
S2: the lower steel column is fixedly connected with the central node by high-strength bolt；
S3: by the girder steel and the cover board overlap joint after, by high-strength bolt by the upper and lower edge of a wing of girder steel respectively with lid
Plate, bottom plate are fixedly connected；
S4: the web of girder steel is fixedly connected with the web by the web splice plate and high-strength bolt；
S5: the upper steel column is fixedly connected with the central node by high-strength bolt.
By adopting the above technical scheme, the utility model has the following beneficial effects:
The node structure of the utility model eliminates the field joint penetration welding on the bolt-weld joint node edge of a wing, realizes and applies
The assembly of the full bolt of work scene beam column and node；Relative to the full bolt connection node of tradition, the bolt quantity at edge of a wing position subtracts
It is a half；Overlapping mode is shelved at edge of a wing position, convenient for beam construction in place be bolted, accelerate speed of application；This
Outside, the position of joints beam perforation of the utility model, reasonable stress；Realize factory normalization Prefabrication；Assembled in situ is convenient
Quickly, speed of application is improved.
The invention also discloses a kind of Housing Structure Systems with above-mentioned node structure comprising: vertical bearing unit,
Lateral bearing unit and precast floor slab；
The vertical bearing unit includes the column that several are successively docked up and down；Two neighbouring columns include institute
State steel column and the lower steel column；It is connected between the upper steel column and the lower steel column by the central node；
The enclosure wall that the transverse direction bearing unit includes: lateral supporting frame and is arranged on the outside of lateral supporting frame
Body；The transverse direction supporting frame includes the horizontal girder steel in retaining wall top edges；
Multiple vertical bearing units are erect as the vertical load-carrying members parallel interval of building；The transverse direction load-bearing list
Member is arranged between the two neighboring vertical bearing unit；
The both ends of the girder steel are respectively arranged with the connection end for stretching out the retaining wall；The connection end is overlapped on
On the central node, the upper and lower edge of a wing of connection end connects with the cover board of central node, bottom plate by the way that high-strength bolt is fixed respectively
It connects；It is solid by the web splice plate and high-strength bolt after the web of connection end is docked with the web of central node
Fixed connection；
The precast floor slab edge includes the clinch for connecting with the lateral bearing unit, and clinch is overlapped on institute
It states on girder steel described in lateral bearing unit, connection structure, the prefabricated building is provided on the top flange lateral surface of the girder steel
The clinch of plate is provided with the reinforcing bar lantern ring of the prominent retaining wall, and the upper connection structure is plugged on the reinforcing bar lantern ring
It is interior, connect precast floor slab and the lateral bearing unit in precast floor slab and lateral bearing unit junction casting concrete
It connects integral；Concrete is filled in gap between the transverse direction bearing unit and the vertical bearing unit of the left and right sides,
So that the vertical bearing unit connection of the transverse direction bearing unit and the left and right sides is integral.
Further, in the height direction, the neighbouring two lateral bearing units include upper lateral load-bearing list
First and lower lateral bearing unit；It is spaced between upper transverse direction bearing unit and lower lateral bearing unit, the precast floor slab
Edge protrudes into the interval, and is overlapped on girder steel described in lower lateral bearing unit.
Further, the lateral supporting frame further includes the horizontal following grid beam in the retaining wall lower edge；
Lower connection structure is preset on the bottom surface of the following grid beam；The lower connection structure of the upper lateral bearing unit is plugged on downwards
In the reinforcing bar lantern ring at the precast floor slab edge.
Further, the gap between the upper lateral bearing unit and the vertical bearing unit of two sides and
The interval between the upper lateral bearing unit and lower lateral bearing unit connects to form a U-shaped post-cast strip；It is described it is U-shaped after
It pours band and is filled completely with concrete, the upper lateral bearing unit, vertical bearing unit and lower lateral bearing unit connect into
One is whole.
Further, the precast floor slab clinch top edge is provided with the stage of sinking, in the height direction, described
The following grid beam of upper transverse direction bearing unit protrudes into the stage, the company of being formed between the stage and the upper lateral bearing unit
Lead to the L-type seam inside and outside the interval.
In the height direction, the following grid beam of the prefabricated enclosure wall in the top protrudes into the clinch stage, i.e., prefabricated building
The top surface of plate is higher by the lower frame soffit setting of the prefabricated enclosure wall in top, thus the following grid beam self-assembling formation of the prefabricated enclosure wall in top
One prevents the position limiting structure that precast floor slab moves horizontally, and when the natural calamities such as earthquake occur, can effectively prevent precast floor slab
The steel that is detached from prefabricated enclosure wall and fall, anti-seismic performance is more preferable.
Further, the upper connection structure is that peg, connecting rod, lengths of rebar or formula connect with the lower connection structure
Part.
Further, the following grid beam is i-shaped beams, and i-shaped beams include the edge of a wing and web.
Further, the precast floor slab edge includes the docking section docked with contiguous prefabricated floor, the edge of docking section
Top surface is provided with heavy platform, and docking section is provided with overhanging beard muscle in the corresponding side surface of heavy platform；Adjacent two are described prefabricated
Floor is docking together, and the heavy platform on two precast floor slab docking sections docks to form a U-type groove, on two precast floor slab docking sections
Beard muscle mutually overlaps connection；Concrete is filled in U-type groove.
Housing Structure System disclosed by the invention be can quick assembling at the construction field (site) Steel Structure Residential Building System,
While the problems such as solving head beam dew column, building enclosure mismatch, the processing of mounting structure piece, reduce component connecting portion,
Accelerate speed of application.
Detailed description of the invention
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art
Specific embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, it is described below
In attached drawing be that some embodiments of the utility model are not paying creativeness for those of ordinary skill in the art
Under the premise of labour, it is also possible to obtain other drawings based on these drawings.
Fig. 1 a is the structural schematic diagram that beam column of steel structure central node is bolt-weld joint node in the prior art；
Fig. 1 b is the structural schematic diagram that beam column of steel structure central node is full bolt beam-column connection in the prior art；
Fig. 2 is the overall structure diagram for the node structure that the embodiment of the present invention 1 provides；
Fig. 3 is the structural schematic diagram for the central node that the embodiment of the present invention 1 provides；
Fig. 4 is the structural schematic diagram for the upper and lower steel column that the embodiment of the present invention 1 provides；
Fig. 5 is the structural schematic diagram for the girder steel that the embodiment of the present invention 1 provides；
Fig. 6 is the attachment structure schematic diagram of the central node that the embodiment of the present invention 1 provides and lower steel column；
The attachment structure schematic diagram of central node, lower steel column and girder steel that Fig. 7 provides for the embodiment of the present invention 1；
Fig. 8 is the connection knot of central node, lower steel column, girder steel and web splice plate that the embodiment of the present invention 1 provides
Structure schematic diagram；
Fig. 9 is central node, lower steel column, girder steel, web splice plate and the upper steel column that the embodiment of the present invention 1 provides
Attachment structure schematic diagram；
Figure 10 is the structural schematic diagram for the lateral bearing unit that the embodiment of the present invention 3 provides；
Figure 11 is the structural schematic diagram for the precast floor slab that the embodiment of the present invention 3 provides；
Figure 12 is the lap-joint's structural schematic diagram for the dwelling house system that the embodiment of the present invention 3 provides.
Icon: the upper and lower steel column of 1-；2- girder steel；3- central node；4- web splice plate；5- high-strength bolt；6- bottom plate；
7- cover board；8- column web；9- web；10- ribbed stiffener；11- cylinder；12- ring flange；13- suspension column ribbed stiffener；14- extension；
20- transverse direction bearing unit；21- retaining wall；The upper connection structure of 23-；2a- connection end；30- precast floor slab；31- clinch；
The docking section 32-；33- reinforcing bar lantern ring；34- beard muscle.
Specific embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described
Embodiment is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, originally
Field those of ordinary skill every other embodiment obtained without making creative work belongs to practical
Novel protected range.
Specific embodiment of the present utility model is described in detail below in conjunction with attached drawing.It should be understood that herein
Described specific embodiment is only used for describing and explaining the present invention, and is not intended to limit the utility model.
Embodiment one:
In conjunction with shown in Fig. 2 to Fig. 5, the present embodiment provides one kind to be used for the rigidly connected node structure of beam column of steel structure, packet
It includes: central node 3, girder steel 2, web splice plate 4 and upper and lower steel column 1；Wherein,
The central node 3 includes bottom plate 6, column web 8, cover board 7 and web 9；The bottom plate 6, column web 8 and
Cover board 7 is successively welded to connect from bottom to up；The web 9 is welded on the lateral wall of the column web 8；
11 end of cylinder of the upper and lower steel column 1 is provided with ring flange 12, the ring flange 12 and the bottom plate 6 or
The cover board 7 is fixedly connected by high-strength bolt 5；
The girder steel 2 is welded H type beam, and the upper and lower edge of a wing of girder steel 2 is solid by high-strength bolt 5 with cover board 7, bottom plate 6 respectively
Fixed connection；It is fixed by the web splice plate 4 and high-strength bolt 5 after the web of girder steel 2 is docked with the web 9
Connection.
In the present embodiment, it as a kind of further technical solution, is provided on the lateral wall of the column web 8 several
Ribbed stiffener 10.It ensure that the integral strength of central node 3 by the way that ribbed stiffener 10 is arranged.
In the present embodiment, as a kind of further technical solution, it is provided with the cylinder 11 of the ring flange 12
End lateral surface is provided with several suspension column ribbed stiffeners 13.It ensure that cylinder 11 and ring flange 12 by the way that suspension column ribbed stiffener 13 is arranged
Bonding strength and stability.
In the present embodiment, as a kind of further technical solution, the length of the top flange of the girder steel 2 is greater than bottom wing
The length of edge；The end of the top flange has and the cover board overlapped extension 14；Correspondingly, the bottom plate 6 and bottom wing
The length of edge interconnecting piece is greater than the length of cover board 7 and top flange interconnecting piece.Steel beam flange portion is realized by the way that extension 14 is arranged
Position shelve overlapping mode, convenient for girder steel construction in place be bolted.
In the present embodiment, as a kind of further technical solution, the web of the girder steel 2 and the web 9 are right
The two sides of socket part position are provided with the web splice plate 4.By using the mode of two sides setting web splice plate 4, protect
The bonding strength between the web of girder steel 2 and web 9 is demonstrate,proved.
Embodiment two:
In conjunction with shown in Fig. 6 to Fig. 9, the present embodiment provides a kind of production to be used for the rigidly connected node structure of beam column of steel structure
Method, include the following steps:
S1: bottom plate 6, column web 8, cover board 7, ribbed stiffener 10 and the web 9 in the central node 3 are welded in factory
It connects prefabricated；
S2: the lower steel column is fixedly connected with the central node 3 by high-strength bolt 5；
S3: by the girder steel 2 with after the cover board 7 overlap joint, by high-strength bolt 5 by the upper and lower edge of a wing of girder steel respectively with
Cover board 7, bottom plate 6 are fixedly connected；
S4: the web of girder steel 2 and the web 9 are fixed by the web splice plate 4 and high-strength bolt 5 and connected
It connects；
S5: the upper steel column is fixedly connected with the central node 3 by high-strength bolt 5.
To sum up, the node structure of the utility model eliminates the field joint penetration welding on the bolt-weld joint node edge of a wing, real
The full bolt for having showed construction site beam column and node assembles；Relative to the full bolt connection node of tradition, the bolt at edge of a wing position
Quantity reduces half；Overlapping mode is shelved at edge of a wing position, convenient for beam construction in place be bolted, accelerate construction speed
Degree；In addition, the position of joints beam of the utility model penetrates through, reasonable stress；Realize factory normalization Prefabrication；Assembled in situ
Fast and easy improves speed of application.
Embodiment three
As shown in figs. 10-12, the invention also discloses a kind of Housing Structure System with above-mentioned node structure, packets
It includes: vertical bearing unit, lateral bearing unit 20 and precast floor slab 30；
Vertical bearing unit includes the column that several are successively docked up and down；Column, that is, steel column 1, several steel columns 1 pass through
Central node 3 successively docks.Specifically, two neighbouring columns include the upper steel column and the lower steel column；Upper steel
It is connected between column and lower steel column by central node 3.
Lateral bearing unit 20 includes: lateral supporting frame and the retaining wall that is arranged on the outside of lateral supporting frame
21；Lateral supporting frame includes the horizontal girder steel 2 in 21 top edges of retaining wall；Multiple vertical bearing units are as building
Vertical load-carrying members parallel interval is erect；Lateral bearing unit 20 is arranged between two neighboring vertical bearing unit；Girder steel 2
Both ends are respectively arranged with the connection end 2a for stretching out retaining wall 21；Connection end 2a is overlapped on central node 3, connection end
The upper and lower edge of a wing of 2a is fixedly connected with the cover board of central node 3, bottom plate by high-strength bolt respectively；The web of connection end 2a
After being docked with the web of central node 3, it is fixedly connected by web splice plate and high-strength bolt.
30 edge of precast floor slab includes the clinch 31 for connecting with lateral bearing unit 20, and clinch 31 is overlapped on cross
To on 20 girder steel 2 of bearing unit, connection structure 23, the overlap joint of precast floor slab 30 are provided on the top flange lateral surface of girder steel 2
Portion 31 is provided with the reinforcing bar lantern ring 33 of prominent retaining wall 21, and reinforcing bar lantern ring 33 is horizontally disposed, and upper connection structure 23 is plugged on steel
In muscle lantern ring 33, make precast floor slab 30 and lateral load-bearing in precast floor slab 30 and lateral 20 junction casting concrete of bearing unit
Unit 20 connects integral；Fill coagulation in gap between lateral bearing unit 20 and the vertical bearing unit of the left and right sides
Soil so that lateral bearing unit 20 connect with the vertical bearing unit of the left and right sides it is integral.
In the height direction, neighbouring two lateral bearing units 20 include that upper lateral bearing unit and lower transverse direction are held
Weight unit；Spaced between upper transverse direction bearing unit and lower lateral bearing unit, the edge of precast floor slab 30 protrudes into interval,
And it is overlapped on the girder steel 2 of lower lateral bearing unit.
Wherein it is further preferable that lateral supporting frame further includes the horizontal following grid beam in 21 lower edge of retaining wall；
Lower connection structure is preset on the bottom surface of following grid beam；The lower connection structure of upper transverse direction bearing unit is plugged on downwards precast floor slab
In the reinforcing bar lantern ring 33 at 30 edges.
Gap and upper lateral bearing unit and lower cross between upper transverse direction bearing unit and the vertical bearing unit of two sides
It connects to form a U-shaped post-cast strip to the interval between bearing unit；U-shaped post-cast strip is filled completely with concrete, upper transverse direction load-bearing
Unit, vertical bearing unit and lower lateral bearing unit connection are integral.
30 clinch of precast floor slab, 31 top edge is provided with the stage of sinking, in the height direction, upper transverse direction load-bearing list
The following grid beam of member protrudes into stage, forms the L-type being connected to inside and outside interval between stage and upper lateral bearing unit and stitches.In height
On direction, the following grid beam of the prefabricated enclosure wall in top is protruded into 31 stage of clinch, i.e. it is pre- that the top surface of precast floor slab 30 is higher by top
The lower frame soffit of enclosure wall processed is arranged, and thus following grid beam self-assembling formation one of the prefabricated enclosure wall in top prevents precast floor slab 30
The position limiting structure moved horizontally can effectively prevent precast floor slab 30 to be detached from prefabricated enclosure wall when the natural calamities such as earthquake occur
Steel and fall, anti-seismic performance is more preferable.
In the present embodiment, upper connection structure 23 and lower connection structure are peg.Following grid beam is i-shaped beams, I-shaped
Beam includes the edge of a wing and web.
In addition, 30 edge of precast floor slab includes the docking section 32 docked with contiguous prefabricated floor 30, the edge of docking section 32
Top surface is provided with heavy platform, and docking section is provided with overhanging beard muscle 34 in the corresponding side surface of heavy platform；Two adjacent prefabricated buildings
Plate 30 is docking together, and the heavy platform on two 30 docking sections of precast floor slab docks to form a U-type groove, and two precast floor slabs 30 dock
Beard muscle mutually overlaps connection in portion；Concrete is filled in U-type groove.
Housing Structure System disclosed by the invention be can quick assembling at the construction field (site) Steel Structure Residential Building System,
While the problems such as solving head beam dew column, building enclosure mismatch, the processing of mounting structure piece, reduce component connecting portion,
Accelerate speed of application.
Finally, it should be noted that the above various embodiments is only to illustrate the technical solution of the utility model, rather than it is limited
System；Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should
Understand: it is still possible to modify the technical solutions described in the foregoing embodiments, or to some or all of
Technical characteristic is equivalently replaced；And these are modified or replaceed, it does not separate the essence of the corresponding technical solution, and this is practical new
The range of each embodiment technical solution of type.
Claims (9)
1. one kind is used for the rigidly connected node structure of beam column of steel structure characterized by comprising central node, girder steel, the soffit of girder
Plate splice plate and upper and lower steel column；Wherein,
The central node includes bottom plate, column web, cover board and web；The bottom plate, column web and cover board from down toward
On be successively welded to connect；The web is welded on the lateral wall of the column web；
The cylindrical end portions of the upper and lower steel column are provided with ring flange, and the ring flange passes through with the bottom plate or the cover board
High-strength bolt is fixedly connected；
The girder steel is welded H type beam, and the upper and lower edge of a wing of girder steel is fixedly connected with cover board, bottom plate by high-strength bolt respectively；Steel
After the web of beam is docked with the web, it is fixedly connected by the web splice plate and high-strength bolt.
2. according to claim 1 be used for the rigidly connected node structure of beam column of steel structure, which is characterized in that the column abdomen
Several ribbed stiffeners are provided on the lateral wall of plate.
3. according to claim 1 be used for the rigidly connected node structure of beam column of steel structure, which is characterized in that setting is
The cylindrical end portions lateral surface for stating ring flange is provided with several suspension column ribbed stiffeners.
4. according to claim 1 be used for the rigidly connected node structure of beam column of steel structure, which is characterized in that the girder steel
Top flange length be greater than lower flange length；The end of the top flange has and the cover board overlapped extension；Phase
The length of Ying Di, the bottom plate and lower flange interconnecting piece is greater than the length of cover board and top flange interconnecting piece.
5. according to claim 1 be used for the rigidly connected node structure of beam column of steel structure, which is characterized in that the girder steel
Web and the two sides of the web docking site be provided with the web splice plate.
6. a kind of Housing Structure System with any node structure of claim 1-5, characterized in that it comprises: perpendicular
To bearing unit, lateral bearing unit and precast floor slab；
The vertical bearing unit includes the column that several are successively docked up and down；Two neighbouring columns include on described
Steel column and the lower steel column；It is connected between the upper steel column and the lower steel column by the central node；
The retaining wall that the transverse direction bearing unit includes: lateral supporting frame and is arranged on the outside of lateral supporting frame；Institute
Stating lateral supporting frame includes the horizontal girder steel in retaining wall top edges；
Multiple vertical bearing units are erect as the vertical load-carrying members parallel interval of building；The transverse direction bearing unit is set
It sets between the two neighboring vertical bearing unit；
The both ends of the girder steel are respectively arranged with the connection end for stretching out the retaining wall；The connection end is overlapped on described
On central node, the upper and lower edge of a wing of connection end is fixedly connected with the cover board of central node, bottom plate by high-strength bolt respectively；
After the web of connection end is docked with the web of central node, connect by the way that the web splice plate and high-strength bolt are fixed
It connects；
The precast floor slab edge includes the clinch for connecting with the lateral bearing unit, and clinch is overlapped on the cross
To on the girder steel of bearing unit, connection structure, the precast floor slab are provided on the top flange lateral surface of the girder steel
Clinch be provided with the reinforcing bar lantern ring of the prominent retaining wall, the upper connection structure is plugged in the reinforcing bar lantern ring,
Precast floor slab is connect with the lateral bearing unit with lateral bearing unit junction casting concrete in precast floor slab
It is integral；Concrete is filled in gap between the transverse direction bearing unit and the vertical bearing unit of the left and right sides, makes
The vertical bearing unit connection for obtaining the lateral bearing unit and the left and right sides is integral.
7. Housing Structure System according to claim 6, which is characterized in that in the height direction, neighbouring two
The transverse direction bearing unit includes upper lateral bearing unit and lower lateral bearing unit；Upper transverse direction bearing unit and lower lateral load-bearing
Spaced between unit, the edge of the precast floor slab protrudes into the interval, and is overlapped on described in lower lateral bearing unit
On girder steel.
8. Housing Structure System according to claim 6, which is characterized in that it is described transverse direction supporting frame further include it is horizontal
The following grid beam of the retaining wall lower edge；Lower connection structure is preset on the bottom surface of the following grid beam；The upper cross
In the reinforcing bar lantern ring for being plugged on the precast floor slab edge downwards to the lower connection structure of bearing unit.
9. Housing Structure System according to claim 6, which is characterized in that the institute of the upper lateral bearing unit and two sides
It states described between the gap between vertical bearing unit and the upper lateral bearing unit and lower lateral bearing unit
Interval connection forms a U-shaped post-cast strip；The U-shaped post-cast strip is filled completely with concrete, the upper lateral bearing unit, vertical
Bearing unit and lower lateral bearing unit connection are integral.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821440417.XU CN208950057U (en) | 2018-09-04 | 2018-09-04 | One kind being used for the rigidly connected node structure of beam column of steel structure and Housing Structure System |
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| CN201821440417.XU CN208950057U (en) | 2018-09-04 | 2018-09-04 | One kind being used for the rigidly connected node structure of beam column of steel structure and Housing Structure System |
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| CN208950057U true CN208950057U (en) | 2019-06-07 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057023A (en) * | 2018-09-04 | 2018-12-21 | 中冶建筑研究总院（深圳）有限公司 | One kind is for rigidly connected node structure of beam column of steel structure and preparation method thereof, Housing Structure System |
| CN111677111A (en) * | 2020-05-19 | 2020-09-18 | 浙江新中源建设有限公司 | Beam-column connecting node structure and construction method thereof |
| CN111851757A (en) * | 2020-05-05 | 2020-10-30 | 同济大学 | Steel structure beam column connecting node with metal round bar energy dissipation damper |
-
2018
- 2018-09-04 CN CN201821440417.XU patent/CN208950057U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057023A (en) * | 2018-09-04 | 2018-12-21 | 中冶建筑研究总院（深圳）有限公司 | One kind is for rigidly connected node structure of beam column of steel structure and preparation method thereof, Housing Structure System |
| CN109057023B (en) * | 2018-09-04 | 2023-11-24 | 中冶建筑研究总院（深圳）有限公司 | Node structure for rigid connection of steel structure beam column, manufacturing method thereof and residential structure system |
| CN111851757A (en) * | 2020-05-05 | 2020-10-30 | 同济大学 | Steel structure beam column connecting node with metal round bar energy dissipation damper |
| CN111677111A (en) * | 2020-05-19 | 2020-09-18 | 浙江新中源建设有限公司 | Beam-column connecting node structure and construction method thereof |
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