CN106638978A - Joint structure of assembly type PC precast load-bearing wall plate combined with light steel frame - Google Patents
Joint structure of assembly type PC precast load-bearing wall plate combined with light steel frame Download PDFInfo
- Publication number
- CN106638978A CN106638978A CN201610976698.XA CN201610976698A CN106638978A CN 106638978 A CN106638978 A CN 106638978A CN 201610976698 A CN201610976698 A CN 201610976698A CN 106638978 A CN106638978 A CN 106638978A
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- shaped steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 178
- 239000010959 steel Substances 0.000 title claims abstract description 178
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 238000003466 welding Methods 0.000 claims description 7
- 238000010891 electric arc Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 4
- 239000004575 stone Substances 0.000 claims description 4
- 239000000919 ceramic Substances 0.000 claims description 3
- 238000009826 distribution Methods 0.000 claims description 3
- 238000005034 decoration Methods 0.000 claims 1
- 238000009415 formwork Methods 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000000275 quality assurance Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 6
- 238000009413 insulation Methods 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000227 grinding Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
-
- 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- 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
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2478—Profile filled with concrete
-
- 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
- E04B2001/2481—Details of wall panels
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses an assembly type joint structure combining PC precast load-bearing wall plates with a light steel frame. The joint structure comprises steel bar columns, a T-shaped steel column and I-shaped steel beams, wherein the steel bar columns are vertically fixed, the T-shaped steel column is fixed to the steel bar columns, the end parts of the I-shaped steel beams are machined into groove steel shapes, the connecting faces of groove steel are fixed to the T-shaped steel column, and a corner wall steel body structure is composed of the steel bar columns, the two I-shaped steel beams and the T-shaped steel column collectively. The joint structure further comprises the precast wall plates, a steel bar truss floor support board and concrete. The precast wall plates form a corner wall and can wrap the T-shaped steel column and the steel bar columns, and corner wall column cast-in-place holes in the vertical direction are reserved. Horizontal corner steps are reserved on the precast wall plates, and the precast wall plates and the I-shaped steel beams are combined to form a horizontal cavity. The steel bar truss floor support board is fixed on the I-shaped steel beams. The concrete is poured in the corner wall column cast-in-place holes, the horizontal cavity and the upper portion of the steel bar truss floor support board in a cast-in-place mode at one time. The steel bar truss floor support board and the concrete are combined to form a floor board. The joint structure has the beneficial effects that component industrialized production is achieved, formwork erecting is not needed, and safety and quality assurance are achieved.
Description
Technical field
The present invention relates to a kind of prefabricated load-bearing wall panel of assembled PC combines the node structure of light weight steel frame.
Background technology
In building field, existing structure with assembled lightweight steel house and PC large panel structures have following deficiency：1st, light steel wall is not
Load-bearing and fire-proof sound insulation, poor thermal insulation property, wind loading rating is weak；2nd, the weakness of PC large panel structure seams is assembled, without enough anchors
Clamped seat, it is weak that globality connects poor, anti-seismic performance；3rd, the laminated floor slab span of PC large panel structures is little, and rigidity is weak, installs and supports numerous
It is trivial；4th, the big plate liftings of PC are complicated with the formwork and construction of transport difficult and part Cast-in-place concrete.
The content of the invention
The present invention is not enough according to more than, there is provided a kind of prefabricated load-bearing wall panel of assembled PC combines the node of light weight steel frame
Structure.
The technical scheme is that：
A kind of prefabricated load-bearing wall panel of assembled PC combines the node structure of light weight steel frame, it is characterized in that, including：
Steel bar column, many, vertically fixed, many steel bar columns can be linked together according to conventional construction method；
T-shaped steel column, it is vertically-mounted and fix with steel bar column；
I section steel beam, two, end portion is processed into channel-section steel shape, and the joint face of channel-section steel is fixed with T-shaped steel column, reinforcing bar
Post, two i section steel beams collectively constitute corner wall steel body structure with T-shaped steel column.The joint of two i section steel beams can be with
It is 45 degree of angles, it is also possible to right angle.
Further, also include：
Prefabricated panel, surrounds corner wall by two pieces, can wrap up T-shaped steel column and steel bar column and leave the corner wall column of vertical direction
Cast-in-place hole, prefabricated panel also leaves level angle step and closes up to form horizontal cavity with i section steel beam；
Steel bar truss floor support plate, is fixed on i section steel beam；
Concrete, with cast-in-place mode the upper of the cast-in-place hole of corner wall column, horizontal cavity and steel bar truss floor support plate is disposably poured into
Side, concrete is connected as a single entity, and steel bar truss floor support plate combines to form floor plates with concrete.
The advantage of steel construction of the present invention is to carry initial bearing fixation when steel bar truss floor support plate is installed；Play
Supporting role when wallboard is installed；Play prefabricated panel firm cast-in-place into one with floor, wallboard and wallboard and structural steel frame hoop
Concrete entirety；Additionally, in casting concrete shaped steel combination post and during wall collar tie beam strip, as cast-in-place concrete baffle plate, without the need for
Formwork, can be as template action；The inner groovy of i section steel beam can be used as embedded pipeline groove, and outer surface coloured silk or hangs steel buckle
Top, it is attractive in appearance to save time.
Used as further technical scheme, the T-shaped steel column is provided with two, and two T-shaped steel columns are consolidated with steel bar column
It is scheduled on together, the i section steel beam is provided with four, it is steel bar column, common with each T-shaped steel column per two i section steel beams
Same composition corner wall steel body structure, steel bar column, two T-shaped steel columns and four i section steel beams composition T word wall steel body structures, two
The orientation of the T-shaped steel column of root can differ 90 degree.
Further, also include：
Prefabricated panel, three pieces, distribution in T shape, three pieces of prefabricated panels can wrap up two T-shaped steel columns and steel bar column and leave perpendicular
Nogata to the cast-in-place hole of T word wall columns, one of prefabricated panel and two i section steel beams close up to form T word wall horizontal cavities；
Steel bar truss floor support plate, is fixed on i section steel beam；
Concrete, with cast-in-place mode the cast-in-place hole of T word wall columns, T word wall horizontal cavities and steel bar truss floor support plate are disposably poured into
Top, concrete is connected as a single entity, and steel bar truss floor support plate combines to form floor plates with concrete.
It is firm in order to couple, many reinforcing bar beams are placed with the horizontal cavity, reinforcing bar beam is fixed with described steel bar column.
Many reinforcing bar beams are placed with the T words wall horizontal cavity, reinforcing bar beam is fixed with described steel bar column.
Preferably, being bolted between the joint face of the channel-section steel and T-shaped steel column or electric arc welding is fixed.
Preferably, being fixed with electric arc welding between the steel bar column, T-shaped steel column, prefabricated panel.
Preferably, when the prefabricated panel is exterior wall, outer surface is various artistic character/image layers, or, Ceramic Tiles, stone material
Instead beat facing.
It should be noted that node structure of the present invention can be made up of multiple, according to house structure depending on, for example, such as
Fruit is square or rectangular-shaped house, then have four nodes to constitute four corner structures, and this four corner structures are identical or phase
It is corresponding, if the house of two Room, then there are four corner structures and two T word wall constructions, two T words wall constructions include interior wall
Structure.
The present invention can disposable assembled layer 2-3, per layer of structure is identical.
Two jiaos of the wall bottom single side face of T-shaped steel column sets reserved grouting mouth and reinforced anchor bar, during installation with it is I-shaped
Girder steel firm welding is simultaneously blocked；Top and sidepiece are connected with the Bar Anchorage of cast-in-place steel and concrete post, beam, floor band, finally and building
Board Cast-in-place concrete primary concreting is into firm entirety.
The present invention has following beneficial effect：House component industrialized production, assembling is easy, easy to operate, and positioning is accurate
Really, it is connected firmly, without the need for formwork, without the need for scaffold, without the need for powdering, short construction period, safety and quality assurance；Precast facade face
Can clear-water concrete design art figure one-shot forming or it is counter beat stone facing, the not only attractive in appearance but also material saving that saves time；Precast facade is answered
Plywood laminboard layer good effect of heat insulation, waterproof impervious characteristic is strong；Energy-saving, the green building of clean environment firendly is reached, especially
Suitable rural urbanization transformation agriculture occupies room, villa row room, multilayer apartment house and office building construction etc..
Description of the drawings
Fig. 1 is the flat cutting faces structural representation of corner wall of the present invention.
Fig. 2 is the sectional elevation structural representation of Fig. 1.
Fig. 3 is the dimensional structure diagram of i section steel beam of the present invention.
Fig. 4 is flat cutting faces structural representation of the present invention into T word walls.
Fig. 5 is the sectional elevation structural representation of Fig. 4.
Specific embodiment
In conjunction with accompanying drawing, the present invention is further illustrated：
As illustrated, a kind of prefabricated load-bearing wall panel of assembled PC combines the node structure of light weight steel frame, it is characterized in that, including：
Steel bar column 32, many hinge joints are together, vertically fixed；
T-shaped steel column 31, it is vertically-mounted and fix with steel bar column 32；
I section steel beam 4, two, end portion is processed into channel-section steel shape, and joint face 41 and the T-shaped steel column 31 of channel-section steel are fixed,
32, two i section steel beams 4 of steel bar column collectively constitute corner wall steel body structure with T-shaped steel column 31.
Also include：
Prefabricated panel 1, surrounds corner wall by two pieces, can wrap up T-shaped steel column 31 and steel bar column 32 and leave the corner of vertical direction
The cast-in-place hole 10 of wall column, prefabricated panel 1 also leaves level angle step 6 and closes up to form horizontal cavity 3 with i section steel beam 4；
Steel bar truss floor support plate 5, is fixed on i section steel beam 4；
Concrete 2, with cast-in-place mode the cast-in-place hole 10 of corner wall column, horizontal cavity 3 and steel bar truss floor support plate 5 are disposably poured into
Top, concrete 2 is connected as a single entity, and steel bar truss floor support plate 5 combines to form floor plates with concrete 2.
T-shaped steel column 31 is provided with two, and two T-shaped steel columns 31 are fixed together with steel bar column 32, i section steel beam 4
It is provided with four, steel bar column 32, corner wall steel body knot is collectively constituted with each T-shaped steel column 31 per two i section steel beams 4
Structure, 32, two T-shaped steel columns 31 of steel bar column and four i section steel beams 4 constitute T word wall steel body structures.
Also include：
Prefabricated panel 1, three pieces, distribution in T shape, three pieces of prefabricated panels 1 can wrap up two T-shaped steel columns 31 and steel bar column 32 and
The cast-in-place hole 7 of T word wall columns of vertical direction is left, one of prefabricated panel 1 and two i section steel beams 4 close up to form T word walls
Horizontal cavity 34；
Steel bar truss floor support plate 5, is fixed on i section steel beam 4；
Concrete 2, with cast-in-place mode the cast-in-place hole 7 of T word wall columns, T word walls horizontal cavity 34 and steel bar girder building are disposably poured into
The top of board 5, concrete 2 is connected as a single entity, and steel bar truss floor support plate 5 combines to form floor plates with concrete 2.
Many reinforcing bar beams 33 are placed with horizontal cavity 3, reinforcing bar beam 33 is fixed with steel bar column 32.
Many reinforcing bar beams 33 are placed with T word walls horizontal cavity 34, reinforcing bar beam 33 is fixed with steel bar column 32.
It is bolted between the joint face 41 and T-shaped steel column of channel-section steel or electric arc welding is fixed.
Fixed with electric arc welding between steel bar column 32, T-shaped steel column 31, prefabricated panel 1.
When prefabricated panel 1 is exterior wall, outer surface is various artistic character/image layers, or, Ceramic Tiles, stone material are counter to beat facing.
Claims (9)
1. a kind of prefabricated load-bearing wall panels of assembled PC combine the node structure of light weight steel frame, it is characterized in that, including：
Steel bar column（32）, it is many, vertically fixed；
T-shaped steel column（31）, vertically-mounted and and steel bar column（32）It is fixed；
I section steel beam（4）, two, end portion is processed into channel-section steel shape, the joint face of channel-section steel（41）With T-shaped steel column（31）
It is fixed, steel bar column（32）, two pieces i section steel beams（4）With T-shaped steel column（31）Collectively constitute corner wall steel body structure.
2. a kind of prefabricated load-bearing wall panels of assembled PC as claimed in claim 1 combine the node structure of light weight steel frame, and it is special
Levying is, also includes：
Prefabricated panel（1）, two pieces, corner wall is surrounded, T-shaped steel column can be wrapped up（31）And steel bar column（32）And leave vertical direction
The cast-in-place hole of corner wall column（10）, prefabricated panel（1）Also leave level angle step（6）And and i section steel beam（4）Close up shape
Into horizontal cavity（3）；
Steel bar truss floor support plate（5）, it is fixed on i section steel beam（4）On；
Concrete（2）, with cast-in-place mode the cast-in-place hole of corner wall column is disposably poured into（10）, horizontal cavity（3）And steel bar girder
Floor support plate（5）Top, concrete（2）It is connected as a single entity, steel bar truss floor support plate（5）With concrete（2）Combine to form floor plates.
3. a kind of prefabricated load-bearing wall panels of assembled PC as claimed in claim 1 combine the node structure of light weight steel frame, and it is special
Levying is, the T-shaped steel column（31）Two are provided with, two T-shaped steel columns（31）With steel bar column（32）It is fixed together, it is described
I section steel beam（4）Four are provided with, steel bar column（32）, per two i section steel beams（4）With each T-shaped steel column（31）Altogether
With composition corner wall steel body structure, steel bar column（32）, two pieces T-shaped steel columns（31）With four i section steel beams（4）Composition T word walls
Steel body structure.
4. a kind of prefabricated load-bearing wall panels of assembled PC as claimed in claim 3 combine the node structure of light weight steel frame, and it is special
Levying is, also includes：
Prefabricated panel（1）, three pieces, distribution in T shape, three pieces of prefabricated panels（1）Two T-shaped steel columns can be wrapped up（31）And reinforcing bar
Post（32）And leave the cast-in-place hole of T word wall columns of vertical direction（7）, one of prefabricated panel（1）With two i section steel beams（4）
Close up to form T word wall horizontal cavities（34）；
Steel bar truss floor support plate（5）, it is fixed on i section steel beam（4）On；
Concrete（2）, with cast-in-place mode the cast-in-place hole of T word wall columns is disposably poured into（7）, T word wall horizontal cavities（34）And reinforcing bar
Truss floor support plate（5）Top, concrete（2）It is connected as a single entity, steel bar truss floor support plate（5）With concrete（2）Combine to form building
Laminate.
5. a kind of prefabricated load-bearing wall panels of assembled PC as claimed in claim 2 combine the node structure of light weight steel frame, and it is special
Levying is, the horizontal cavity（3）Inside it is placed with many reinforcing bar beams（33）, reinforcing bar beam（33）With described steel bar column（32）It is fixed.
6. a kind of prefabricated load-bearing wall panels of assembled PC as claimed in claim 4 combine the node structure of light weight steel frame, and it is special
Levying is, the T words wall horizontal cavity（34）Inside it is placed with many reinforcing bar beams（33）, reinforcing bar beam（33）With described steel bar column（32）
It is fixed.
7. the prefabricated load-bearing wall panels of a kind of assembled PC as described in any one of claim 1-6 combine the node knot of light weight steel frame
Structure, is characterized in that, the joint face of the channel-section steel（41）It is bolted between T-shaped steel column or electric arc welding is fixed.
8. the prefabricated load-bearing wall panels of a kind of assembled PC as described in claim 2 or 4 combine the node structure of light weight steel frame, its
It is characterized in that, the steel bar column（32）, T-shaped steel column（31）, prefabricated panel（1）Between fixed with electric arc welding.
9. the prefabricated load-bearing wall panels of a kind of assembled PC as described in claim 2 or 4 combine the node structure of light weight steel frame, its
It is characterized in that, the prefabricated panel（1）For exterior wall when, outer surface be various artistic character/image layers, or, Ceramic Tiles, stone material are counter to beat decorations
Face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610976698.XA CN106638978B (en) | 2016-11-07 | 2016-11-07 | The node structure of the prefabricated load-bearing wall panel combination light weight steel frames of assembled PC |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610976698.XA CN106638978B (en) | 2016-11-07 | 2016-11-07 | The node structure of the prefabricated load-bearing wall panel combination light weight steel frames of assembled PC |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106638978A true CN106638978A (en) | 2017-05-10 |
| CN106638978B CN106638978B (en) | 2018-09-21 |
Family
ID=58806312
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610976698.XA Active CN106638978B (en) | 2016-11-07 | 2016-11-07 | The node structure of the prefabricated load-bearing wall panel combination light weight steel frames of assembled PC |
Country Status (1)
| Country | Link |
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| CN (1) | CN106638978B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057077A (en) * | 2018-09-05 | 2018-12-21 | 德睿盛兴（大连）装配式建筑科技有限公司 | Green building integration band extends to form the assembled wallboard and application method of gusset |
| CN111502067A (en) * | 2020-04-28 | 2020-08-07 | 无锡锡晟建设有限公司 | Node structure of prefabricated bearing wallboard of assembled PC combines light-duty steel skeleton |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1032690A (en) * | 1988-08-29 | 1989-05-03 | 和景义 | Superposed hollow building roof and construction method thereof |
| CN1279323A (en) * | 1999-06-30 | 2001-01-10 | 张晶廷 | Construction method of 3D architeccture system for house building |
| CN2608583Y (en) * | 2002-09-27 | 2004-03-31 | 萧锦辉 | Beam column structure of low storage residence and joint less device of external wall using cold rolled light steel construction |
| JP2005126903A (en) * | 2003-10-21 | 2005-05-19 | Nippon Steel Corp | Joint structure between steel column and steal beam |
| CN102808450A (en) * | 2012-08-28 | 2012-12-05 | 初明进 | Assembled monolithic shear wall building structure and construction method thereof |
| CN102864855A (en) * | 2012-09-19 | 2013-01-09 | 初明进 | T-shaped precast concrete wall connection |
| CN103790242A (en) * | 2014-02-27 | 2014-05-14 | 南京工业大学 | Steel reinforced concrete T-shaped column-steel beam connecting joint |
| CN103835402A (en) * | 2012-11-23 | 2014-06-04 | 初明进 | L-shaped prefabricated concrete wall connection joint |
| CN204676697U (en) * | 2014-12-05 | 2015-09-30 | 北新集团建材股份有限公司 | A kind of steel structure frame of house |
-
2016
- 2016-11-07 CN CN201610976698.XA patent/CN106638978B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1032690A (en) * | 1988-08-29 | 1989-05-03 | 和景义 | Superposed hollow building roof and construction method thereof |
| CN1279323A (en) * | 1999-06-30 | 2001-01-10 | 张晶廷 | Construction method of 3D architeccture system for house building |
| CN2608583Y (en) * | 2002-09-27 | 2004-03-31 | 萧锦辉 | Beam column structure of low storage residence and joint less device of external wall using cold rolled light steel construction |
| JP2005126903A (en) * | 2003-10-21 | 2005-05-19 | Nippon Steel Corp | Joint structure between steel column and steal beam |
| CN102808450A (en) * | 2012-08-28 | 2012-12-05 | 初明进 | Assembled monolithic shear wall building structure and construction method thereof |
| CN102864855A (en) * | 2012-09-19 | 2013-01-09 | 初明进 | T-shaped precast concrete wall connection |
| CN103835402A (en) * | 2012-11-23 | 2014-06-04 | 初明进 | L-shaped prefabricated concrete wall connection joint |
| CN103790242A (en) * | 2014-02-27 | 2014-05-14 | 南京工业大学 | Steel reinforced concrete T-shaped column-steel beam connecting joint |
| CN204676697U (en) * | 2014-12-05 | 2015-09-30 | 北新集团建材股份有限公司 | A kind of steel structure frame of house |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057077A (en) * | 2018-09-05 | 2018-12-21 | 德睿盛兴（大连）装配式建筑科技有限公司 | Green building integration band extends to form the assembled wallboard and application method of gusset |
| CN111502067A (en) * | 2020-04-28 | 2020-08-07 | 无锡锡晟建设有限公司 | Node structure of prefabricated bearing wallboard of assembled PC combines light-duty steel skeleton |
| CN111502067B (en) * | 2020-04-28 | 2021-07-23 | 无锡锡晟建设有限公司 | Node structure of prefabricated bearing wallboard of assembled PC combines light-duty steel skeleton |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106638978B (en) | 2018-09-21 |
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