CN110512733A - A kind of installation method of assembly concrete shear wall structure - Google Patents
A kind of installation method of assembly concrete shear wall structure Download PDFInfo
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- CN110512733A CN110512733A CN201910832107.5A CN201910832107A CN110512733A CN 110512733 A CN110512733 A CN 110512733A CN 201910832107 A CN201910832107 A CN 201910832107A CN 110512733 A CN110512733 A CN 110512733A
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- steel pipe
- pipe column
- shear wall
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- lateral
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of installation methods of assembly concrete shear wall structure, it is related to building structure technology field, comprising the following steps: step 1: the structural members such as preparation shear wall, longitudinal steel pipe column, lateral steel pipe column, interlayer floor, connection bolt, fastening nut；Step 2: completing isolated footing, longitudinal steel pipe column is erected on isolated footing, longitudinal steel pipe column, which continues up, to be arranged；Step 3: the overlap joint slot overlap joint that lateral steel pipe column is equipped with by both ends is arranged on the clinch of longitudinal steel pipe column side；Step 4: by multiple interlayer floor strung alongsides on enclosing the lateral steel pipe column connect；Step 5: shear wall being erected side by side in interlayer floor edge.The installation method of assembly concrete shear wall structure of the invention is simple to operate, improves efficiency of construction significantly.
Description
Technical field
The present invention relates to building structure technology fields, and in particular to a kind of installation side of assembly concrete shear wall structure
Method.
Background technique
Since building recruitment cost is continuously increased, original building extensive style designs, builds, use, dismounting, dirty to environment
Dye is all extremely serious, to reduce global pollution, for the offspring that benefits future generations, be building industry sustainable development, realize green building, dress
It is the inexorable trend of construction industry development with formula building, government encourages to carry out the development of assembled architecture system.Assembled architecture at present
System also shows metope cracking (frame bearing is poor), steel member there are the main structure of steel house is less problematic
With the splicing gap of plate and plate and plate larger uneven (connection type not to), soundproof effect is bad, thermal insulation separation thermal effect
The disadvantages of fruit is poor, and then it is high, with high costs to result in building body later maintenance difficulty, and existing precast concrete is fabricated
Assembled nodal operation complexity is cumbersome, and human cost is big, and traditional mode of construction still uses vertical structure cast-in-place, lateral stacking,
Node security will be solved the problems, such as by fully achieving live wet-less operation；Longer curing time, activity duration are needed in addition, pouring
It is long, it is necessary to wait next layer of concrete to reach predetermined strength just and can carry out one layer of construction, globality poor influences prefabricated
The development of building, therefore be badly in need of finding a kind of technical measures solved these problems.
Summary of the invention
For the problems of the prior art, the present invention provides a kind of installation sides of assembly concrete shear wall structure
Method.
In order to achieve the above object, the present invention is achieved through the following technical solutions:
A kind of installation method of assembly concrete shear wall structure, comprising the following steps:
Step 1: the multiple shear walls of preparation, multiple longitudinal steel pipe columns, multiple lateral steel pipe columns, multiple interlayer floors, more
The structural members such as a connection bolt, multiple fastening nuts, the shear wall include the first plug division that bottom middle position is equipped with
And the second plug division that top center position is equipped with；It is equipped in the longitudinal direction steel pipe column and fills chamber, in the lower part of longitudinal steel pipe column
Mantle cavity is offered in tube body, sleeve column is equipped on the top cylinder of longitudinal steel pipe column, longitudinal steel pipe column side is fixed with overlap joint
Portion offers the first bolt hole in clinch, offers in the lateral steel pipe column both ends bottom and sets with clinch mutual cooperation
The overlap joint slot set offers consistent second bolt hole corresponding with the first bolt hole, lateral steel in lateral steel pipe column both ends side
Tubing string includes the first strip slot that top center position offers and the second strip slot that bottom middle position offers；
The interlayer floor slab tops offer third strip slot close to edge, are equipped with third close to edge in interlayer floor slab bottoms
Plug division；
Step 2: completing isolated footing, longitudinal steel pipe column is vertically erected by hanging device and is fixed on isolated footing
On, longitudinal steel pipe column, which continues up, to be arranged, and the longitudinal steel pipe column being located above is sheathed on by the mantle cavity that bottom is equipped with and is in
On sleeve column at the top of longitudinal steel pipe column of lower section；
Step 3: the overlap joint slot overlap joint for being equipped with lateral steel pipe column by both ends through hanging device is arranged in longitudinal steel pipe column
On the clinch of side, lateral steel pipe column setting is between adjacent longitudinal steel pipe column, and perpendicular connection, will be equipped with again later
Connection bolt plug from lateral steel pipe column side into the first bolt hole and the second bolt hole, through fastening nut connect it is i.e. secondary
The connection of dual fail-safe fixed lateral steel pipe column and longitudinal steel pipe column；
Step 4: by multiple interlayer floors, by hanging device, successively strung alongside causes on enclosing the lateral steel pipe column connect
The third plug division cooperation of its bottom is plugged in the first strip slot of lateral steel pipe column, and then realizes that the installation of interlayer floor is solid
It is fixed；
Step 5: multiple shear walls successively being erected by hanging device in interlayer floor edge side by side, cause its bottom
The first plug division cooperation be plugged in the third strip slot of interlayer floor, after the completion, need through support member to shearing
The support that wall carries out medial surface is firm, then continues to install lateral steel pipe column at the top of shear wall, lateral steel pipe column and vertical
To the attended operation such as step 3 of steel pipe column, after connection, the second plug division cooperation of shear wall is plugged on lateral steel pipe column
The second strip slot in, then to injecting grouting material in the filling chamber of each longitudinal steel pipe column.
Further, above-mentioned clinch is equipped with 2, is located side by side at the middle part of longitudinal steel pipe column, and clinch steel along longitudinal direction
Tubing string side medium line both sides are symmetrical arranged.
Further, the seamless conflict in the side of outermost both sides shear wall and longitudinal steel pipe column side connects, shearing
The seamless conflict in the top of wall and lateral steel pipe column bottom connects, and the bottom of shear wall and the seamless conflict of interlayer floor slab tops connect
It connects；The seamless conflict in the side of outermost both sides interlayer floor and longitudinal steel pipe column side connects, the bottom of interlayer floor and cross
Seamless conflict connection at the top of to steel pipe column.
Preferably, above-mentioned set column length accounts for the 1/3 of longitudinal steel pipe column length.
Preferably, above-mentioned steel pipe column uses low-alloy high-tensile structural steel, trade mark Q460.
The present invention is with following the utility model has the advantages that the installation method operation of assembly concrete shear wall structure of the invention
Simple and convenient, the detachable overlap joint of longitudinal steel pipe column socket setting and longitudinal steel pipe column and lateral steel pipe column is arranged, so that
Reduce many and diverse operation being welded and fixed during construction and installation, be convenient for construction and installation, it is difficult to reduce building body later maintenance
Degree and cost, and the steel pipe column framework bearing of this kind assembling is strong, stability is preferable, passes through shear wall and interlayer floor
The adaptive improvement of structure has been also easy to the installation settings of shear wall and interlayer floor, improves shear wall, interlayer floor
With the joint efficiency of steel pipe column frame and the replaceability of above-mentioned prefabricated components, in addition, due to reasonable connection type so that
Splice gap between steel pipe column and wall board to be substantially reduced, sound-insulating effect promoting, meanwhile, the present invention is to a certain extent
Also it solves the defect of pouring in the prior art, maintenance and activity duration length, improves efficiency of construction significantly.
Detailed description of the invention
Attached drawing is used to provide further understanding of the present invention, and constitutes part of specification, with reality of the invention
It applies example to be used to explain the present invention together, not be construed as limiting the invention.In the accompanying drawings:
Fig. 1 is the diagrammatic perspective view of building structure in the present invention；
Fig. 2 is the structural schematic diagram of longitudinal steel pipe column in the present invention；
Fig. 3 is the structural schematic diagram of longitudinal steel pipe column in the present invention；
Fig. 4 is the diagrammatic perspective view of lateral steel pipe column in the present invention；
Fig. 5 is the diagrammatic perspective view of lateral steel pipe column in the present invention；
Fig. 6 is the structural schematic diagram of shear wall in the present invention；
Fig. 7 is the diagrammatic perspective view of floor between middle layer of the present invention；
Fig. 8 is the diagrammatic perspective view of floor between middle layer of the present invention；
In the figure, it is marked as 1, shear wall；101, the first plug division；102, the second plug division；2, steel pipe rod structure；201,
Lateral steel pipe column；2011, the first strip slot；2012, the second strip slot；2013, slot is overlapped；2014, the second bolt hole；
202, longitudinal steel pipe column；2021, chamber is filled；2022, mantle cavity；2023, sleeve column；2024, clinch；2025, the first bolt hole；3, layer
Between floor；301, third strip slot；302, third plug division.
Specific embodiment
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention
In attached drawing, technical scheme in the embodiment of the invention is clearly and completely described.
In the description of the present invention, it should be noted that unless otherwise indicated, the meaning of " plurality " is two or two with
On；The orientation of the instructions such as term " on ", "lower", "left", "right", "inner", "outside", " front end ", " rear end ", " top ", " bottom "
Or positional relationship is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of description of the present invention and simplification of the description, and
It is not that the device of indication or suggestion meaning or element must have a particular orientation, be constructed and operated in a specific orientation, therefore
It is not considered as limiting the invention.In addition, term " first ", " second ", " third " etc. are used for description purposes only, and cannot
It is interpreted as indication or suggestion relative importance.
In the description of the present invention, it is also necessary to which explanation is unless specifically defined or limited otherwise, term " installation ",
" connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally connect
It connects；It can be mechanical connection, be also possible to circuit connection；It can be directly connected, be also possible to through the indirect phase of intermediary
Even.For the ordinary skill in the art, visual concrete condition understands the concrete meaning of above-mentioned term in the present invention.
A kind of assembly concrete frame-shear wall architectural structure system, shown referring to Fig.1, general structure is as follows:
Including shear wall 1, steel pipe rod structure 2, interlayer floor 3, steel pipe rod structure 2 includes each rectangular of three-dimensional linking
Figure frame space unit, above-mentioned shear wall 1 are set to the side of frame space unit, and interlayer floor 3 is set to frame space list
The bottom surface of member；
Frame combined structure of the above-mentioned steel pipe column as building body, with spies such as stability good, intensity is high, good-toughness
Point, specifically, the steel pipe column includes lateral steel pipe column 201 and longitudinal steel pipe column 202, lateral steel pipe column 201 and longitudinal direction steel pipe column
Perpendicular connection status on 202 space structures, said frame space cell is by multiple lateral steel pipe columns 201 and multiple longitudinal steel
What tubing string 202 was formed by connecting.
Current existing assembling type steel structure frame-shear wall building system is contemplated, and there are main assembled nodal operations
The problems such as complexity cumbersome and activity duration is long, makes improvement further below the present invention is based on above-mentioned:
Using neighbouring frame space unit as description object:
In conjunction with shown in Fig. 2-3, above-mentioned longitudinal direction 202 cross section profile of steel pipe column is substantially rectangular comprising hollow filling chamber
2021, mantle cavity 2022 is offered in the lower pipe body of longitudinal steel pipe column 202, is set on the top cylinder of longitudinal steel pipe column 202
There is sleeve column 2023, when single longitudinal direction steel pipe column 202 is mutually vertically connected with certainly, the mantle cavity 2022 for the longitudinal steel pipe column 202 being located above
Engagement sleeves are set on 2023 outside of sleeve column of longitudinal steel pipe column 202 being below, and using the above structure and connection type, it deposits
In following benefit: one has been easy for the installation of longitudinal steel pipe column 202；Two, which have been easy for the injection of concrete grouting material, fills chamber 2021
In；Third is that improving the intensity and stability of longitudinal 202 structure 2 of steel pipe column.
In conjunction with shown in Fig. 4-5, lateral steel pipe column 201, lateral steel pipe column are vertically connected between two longitudinal steel pipe columns 202
201 one end and the middle part of longitudinal steel pipe column 202 use following detachable connection: in longitudinal 202 side of steel pipe column, fixation is set
There are 2 clinch 2024,2024 side of clinch offers the first bolt hole 2025, and clinch 2024 is specifically set to longitudinal steel
The middle part of tubing string 202,202 side medium line both sides of steel pipe column are symmetrical arranged above-mentioned 2 clinch 2024 along longitudinal direction；
The overlap joint slot for the setting that cooperates with clinch 2024 is offered in 201 both ends bottom of above-mentioned lateral steel pipe column
2013, consistent second bolt hole corresponding with above-mentioned first bolt hole 2025 is offered in lateral 201 both ends side of steel pipe column
2014, when lateral steel pipe column 201 is connect with longitudinal steel pipe column 202, lateral steel pipe column 201 is taken by the overlap joint slot 2013 at both ends
Connect be arranged on clinch 2024, later again by the connection bolt (not shown) being equipped with from lateral 201 side of steel pipe column plug to
It, most afterwards can fixed lateral steel pipe column through the connection of fastening nut (not shown) in first bolt hole 2025 and the second bolt hole 2014
201 with the connection of longitudinal steel pipe column 202.
In addition, above-mentioned transverse direction steel pipe column 201 includes the first strip slot 2011 and bottom that top center position offers
The second strip slot 2012 that portion middle position offers；
As shown in connection with fig. 6, above-mentioned prefabricated shear wall 1 include the first plug division 101 for being equipped with of bottom middle position with
And the second plug division 102 that top center position is equipped with, the second plug division 102 are equipped in the second strip slot 2012；
In conjunction with shown in Fig. 7-8, third strip slot is offered close to edge at above-mentioned prefabricated 3 top of interlayer floor
301, above-mentioned first plug division 101 is equipped in third strip slot 301；Near side (ns) is leaned in prefabricated 3 bottom of interlayer floor
Third plug division 302 is equipped at, third plug division 302 is equipped in the first strip slot 2011；
Also, by scheme also it can be seen that, above-mentioned shear wall 1 and interlayer floor 3 are provided in single frame space cell
Multiple, in the case where chassis body outer dimension is constant, shear wall 1 and interlayer floor 3 can according to the actual situation and need
Modularization increases or decreases；Multiple shear walls 1 splice setting in frame space unit side, outermost both sides shearing side by side
The seamless conflict in the side of wall 1 and 202 side of longitudinal steel pipe column connects, 201 bottom of the top of shear wall 1 and lateral steel pipe column
Seamless conflict connection, the bottom of shear wall 1 and the 3 seamless conflict in top of interlayer floor connect；Outermost both sides interlayer floor 3
Side and longitudinal seamless conflicts in 202 side of steel pipe column connect, the bottom of interlayer floor 3 with it is seamless at the top of transverse direction steel pipe column 201
Contradict connection.
Based on aforementioned, above-mentioned 2023 length of sleeve column accounts for the 1/3 of longitudinal 202 length of steel pipe column.
Based on aforementioned, above-mentioned steel pipe column uses low-alloy high-tensile structural steel, and the trade mark is preferably Q460.
The installation method of above-mentioned assembly concrete shear wall structure, comprising the following steps:
Step 1: the multiple shear walls 1 of preparation, multiple longitudinal steel pipe columns 202, multiple lateral steel pipe columns 201, multiple interlayers
The structural members such as floor 3, multiple connection bolts, multiple fastening nuts；
Step 2: completing isolated footing, longitudinal steel pipe column 202 is vertically erected by hanging device and is fixed on independent base
On plinth, longitudinal steel pipe column 202, which continues up, to be arranged, the mantle cavity that the longitudinal steel pipe column 202 being located above is equipped with by bottom
2022 are sheathed on the sleeve column 2023 at 202 top of longitudinal steel pipe column being below；
Step 3: the overlap joint of overlap joint slot 2013 for being equipped with lateral steel pipe column 201 by both ends through hanging device is arranged in longitudinal direction
On the clinch 2024 of 202 side of steel pipe column, lateral steel pipe column 201 is located between adjacent longitudinal steel pipe column 202, and perpendicular
Connection is ensured lateral steel pipe column 201 and indulged by connection bolt and fastening nut in the secondary connection fastening of lap-joint's progress later
To the bonding strength and stability of steel pipe column 202；
Step 4: by multiple interlayer floors 3 by hanging device successively strung alongside on enclosing the lateral steel pipe column 201 connect,
Cause the third plug division 302 of its bottom to cooperate to be plugged in the first strip slot 2011 of lateral steel pipe column 201, and then realizes
The installation of interlayer floor 3 is fixed；
Step 5: multiple shear walls 1 successively being erected by hanging device in 3 edge of interlayer floor side by side, cause its bottom
First plug division 101 cooperation in portion is plugged in the third strip slot 301 of interlayer floor 3, after the completion, needs to pass through support portion
The support that part carries out medial surface to shear wall 1 is firm, then continues to install lateral steel pipe column 201 at the top of shear wall 1, horizontal
To the attended operation such as step 3 of steel pipe column 201 and longitudinal steel pipe column 202, the second plug division 102 cooperation at 1 top of shear wall
It is plugged in the second strip slot 2012 that lateral 201 bottom of steel pipe column is equipped with, to the filling chamber 2021 of each longitudinal steel pipe column 202
For reinforcing and keeping the temperature, support member removes the grouting material of middle injection sufficient amount, and single frame space cell is completed, and repeats
Step 4 continues to be superimposed interlayer floor 3, is subsequently mounted technique no longer Ao Shu, same as described above, assembly concrete frame-shear wall
Architectural structure system is made of multiple frame space units.
The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention, although referring to aforementioned reality
Applying example, invention is explained in detail, for those skilled in the art, still can be to aforementioned each implementation
Technical solution documented by example is modified or equivalent replacement of some of the technical features.It is all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (5)
1. a kind of installation method of assembly concrete shear wall structure, which comprises the following steps:
Step 1: the multiple shear walls (1) of preparation, multiple longitudinal steel pipe columns (202), multiple lateral steel pipe columns (201), multiple layers
Between structural members, the shear wall (1) such as floor (3), multiple connection bolts, multiple fastening nuts include that bottom interposition installs
The second plug division (102) that the first plug division (101) having and top center position are equipped with；The longitudinal direction steel pipe column (202)
In be equipped with fill chamber (2021), mantle cavity (2022) are offered in the lower pipe body of longitudinal steel pipe column (202), in longitudinal steel pipe column
(202) top cylinder is equipped with sleeve column (2023), and longitudinal steel pipe column (202) side is fixed with clinch (2024), overlaps
The first bolt hole (2025) are offered in portion (2024), are offered and clinch in described lateral steel pipe column (201) both ends bottom
(2024) cooperate the overlap joint slot (2013) being arranged, and offers and the first bolt hole in lateral steel pipe column (201) both ends side
(2025) corresponding consistent second bolt hole (2014), lateral steel pipe column (201) includes first that top center position offers
The second strip slot (2012) that strip slot (2011) and bottom middle position offer；At the top of the interlayer floor (3)
Third strip slot (301) is offered close to edge, is equipped with third plug division close to edge in interlayer floor (3) bottom
(302)；
Step 2: completing isolated footing, longitudinal steel pipe column (202) is vertically erected and is fixed on isolated footing, longitudinal steel pipe column
(202) it continues up and is arranged, the mantle cavity (2022) that the longitudinal steel pipe column (202) being located above is equipped with by bottom is sheathed on place
On sleeve column (2023) at the top of longitudinal steel pipe column (202) of lower section；
Step 3: overlap joint slot (2013) overlap joint that lateral steel pipe column (201) is equipped with by both ends is arranged in longitudinal steel pipe column
(202) on the clinch (2024) of side, lateral steel pipe column (201) is arranged between adjacent longitudinal steel pipe column (202), and and its
Vertical connection, the connection bolt being equipped with plugged from lateral steel pipe column (201) side to the first bolt hole (2025) again later and
It is secondary dual fail-safe fixed lateral steel pipe column (201) and longitudinal steel pipe column through fastening nut connection in second bolt hole (2014)
(202) connection；
Step 4: by multiple interlayer floors (3), successively strung alongside causes its bottom on enclosing the lateral steel pipe column (201) connect
Third plug division (302) cooperation is plugged in the first strip slot (2011) of lateral steel pipe column (201), and then realizes interlayer building
Plate (3) installation is fixed；
Step 5: multiple shear walls (1) are successively erected side by side in interlayer floor (3) edge, the first grafting of its bottom is caused
Portion (101) cooperation is plugged in the third strip slot (301) of interlayer floor (3), after the completion, is needed through support member to cutting
The support that power wall (1) carries out medial surface is firm, then continues to install lateral steel pipe column (201) at the top of shear wall (1), horizontal
To the attended operation such as step 3 of steel pipe column (201) and longitudinal steel pipe column (202), after connection, the second of shear wall (1)
Plug division (102) cooperation is plugged in the second strip slot (2012) of lateral steel pipe column (201), then to each longitudinal steel pipe
Grouting material is injected in the filling chamber (2021) of column (202).
2. a kind of installation method of assembly concrete shear wall structure according to claim 1, which is characterized in that described
Clinch (2024) is equipped with 2, is located side by side at the middle part of longitudinal steel pipe column (202), and clinch (2024) steel pipe column along longitudinal direction
(202) medium line both sides in side are symmetrical arranged.
3. a kind of installation method of assembly concrete shear wall structure according to claim 2, which is characterized in that outermost
The side of the both sides shear wall (1) of side and longitudinal seamless conflict in steel pipe column (202) side connect, the top of shear wall (1)
It is connected with the seamless conflict in lateral steel pipe column (201) bottom, seamless conflict at the top of the bottom and interlayer floor (3) of shear wall (1)
Connection；The side of outermost both sides interlayer floor (3) and longitudinal seamless conflict in steel pipe column (202) side connect, interlayer floor
(3) bottom and the seamless conflict in lateral steel pipe column (201) top connects.
4. a kind of installation method of assembly concrete shear wall structure according to claim 3, which is characterized in that described
Sleeve column (2023) length accounts for the 1/3 of longitudinal steel pipe column (202) length.
5. a kind of installation method of assembly concrete shear wall structure according to claim 4, which is characterized in that described
Steel pipe column uses low-alloy high-tensile structural steel, trade mark Q460.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910832107.5A CN110512733B (en) | 2019-09-04 | 2019-09-04 | Installation method of assembled concrete shear wall structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910832107.5A CN110512733B (en) | 2019-09-04 | 2019-09-04 | Installation method of assembled concrete shear wall structure |
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| CN110512733A true CN110512733A (en) | 2019-11-29 |
| CN110512733B CN110512733B (en) | 2020-10-13 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111705947A (en) * | 2020-05-07 | 2020-09-25 | 中建材创新科技研究院有限公司 | Assembled wall and mounting method thereof |
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| JPH07133635A (en) * | 1993-11-10 | 1995-05-23 | Showa Alum Corp | Device for connecting bar like member |
| JPH08232342A (en) * | 1995-02-28 | 1996-09-10 | Shinji Hashimoto | Joint structure for column and beam |
| JPH10115006A (en) * | 1996-10-09 | 1998-05-06 | Fuji Art:Kk | Connecting device for framework building |
| CN108824818A (en) * | 2018-07-09 | 2018-11-16 | 西南科技大学 | The method of construction of assembly concrete-filled steel tube frame shear wall structure system |
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2019
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6157734A (en) * | 1984-08-27 | 1986-03-24 | 株式会社大林組 | Connection of box shaped iron skeletal pillar |
| JPH07133635A (en) * | 1993-11-10 | 1995-05-23 | Showa Alum Corp | Device for connecting bar like member |
| JPH08232342A (en) * | 1995-02-28 | 1996-09-10 | Shinji Hashimoto | Joint structure for column and beam |
| JPH10115006A (en) * | 1996-10-09 | 1998-05-06 | Fuji Art:Kk | Connecting device for framework building |
| CN108824818A (en) * | 2018-07-09 | 2018-11-16 | 西南科技大学 | The method of construction of assembly concrete-filled steel tube frame shear wall structure system |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111705947A (en) * | 2020-05-07 | 2020-09-25 | 中建材创新科技研究院有限公司 | Assembled wall and mounting method thereof |
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|---|---|
| CN110512733B (en) | 2020-10-13 |
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