CN107740510A - Assembled for skyscraper fills wall and assembly method - Google Patents
Assembled for skyscraper fills wall and assembly method Download PDFInfo
- Publication number
- CN107740510A CN107740510A CN201711131599.2A CN201711131599A CN107740510A CN 107740510 A CN107740510 A CN 107740510A CN 201711131599 A CN201711131599 A CN 201711131599A CN 107740510 A CN107740510 A CN 107740510A
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- CN
- China
- Prior art keywords
- wall
- steel
- steel plate
- frame
- stalk board
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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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
-
- 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
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
Abstract
A kind of assembled for skyscraper fills wall and assembly method.Prefabricated component species at present required for assembled wall is various, is brought some inconvenience to production and management, and connected mode is relative complex, and assembling speed is slow.A kind of assembled for skyscraper fills wall, and its composition includes：Combined wall, combined wall is by stalk board（1）Steel frame and the part composition being connected up and down with concrete, steel frame includes being arranged on the frame side of stalk board surrounding and is arranged on the upper and lower ends and the support frame of frame side welding of frame side, the surrounding of frame side is welded with side fishplate bar, it is equipped with and plasters on support frame, steel frame upper and lower ends are equipped with fireprotection layer and waterproof layer successively, and combined wall is surrounded by drawing device and with nailing hole（8）Steel plate install after inject nailing and realize the connection with concrete frame.The present invention is applied to the supporting member of skyscraper.
Description
Technical field：
The present invention relates to a kind of assembled for skyscraper to fill wall and assembly method.
Background technology：
Stalk combined wall has good thermal and insulating performance, but the connection of combined wall board and concrete frame is relatively more tired
It is difficult, it is therefore desirable to select the node installation mode of a science, both can guarantee that excellent thermal and insulating performance, and can meets structure
The requirement of design.And most of current concrete composite wall body is non-bearing wall body, research and development can load-bearing and heat insulation property
Can good combined wall be again the direction studied at this stage.
Existing prefabricated board is according to the difference of the needs of building structure and connected mode, it is necessary to which to be prefabricated into structure different
Various prefabricated boards, will pass through the assembling that different connected modes realizes different connecting nodes, therefore, required prefabricated component kind
Class is various, is brought some inconvenience to production and management, and connected mode is relative complex, and assembling speed is slow.
The content of the invention：
It is an object of the invention to provide a kind of assembled for skyscraper to fill wall and assembly method.
Above-mentioned purpose is realized by following technical scheme：
1. a kind of assembled for skyscraper fills wall, its composition includes：Combined wall, it is characterized in that：Described is compound
Wall includes steel frame, and described steel frame uses groined type area lattice, is welded by horizontal and vertical bar steel plate, described
Steel frame be internally provided with stalk board, described steel frame includes being arranged on the frame side of described stalk board surrounding and is arranged on
The support frame that the upper and lower ends of described frame side are welded with described frame side, the surrounding of described frame side are welded with side fishplate bar, institute
Wall plastering is equipped with the support frame stated, described steel frame upper and lower ends are equipped with fireprotection layer and waterproof layer successively, middle
Coupling part carries the steel plate of rotating shaft, is the stalk board described in a monoblock inside described combined wall, there is C-type steel the left and right sides
Be enclosed on the edge of described stalk board, upper and lower ends use and described c-type steel plate width identical steel plate, described steel plate with
The intersection of C-type steel web is connected using welding manner, wall surrounding welding drawing device.
The described assembled for skyscraper fills wall, and described support frame includes well word steel plate, described well word
Steel plate is laid on the upper and lower ends of described stalk board, and described well word steel plate welds with described frame side.
The described assembled for skyscraper fills wall, and described combined wall surrounding uses drawing device concrete
Beam, post fitting.
Filled inside the drawing device containing two pieces of difference mainboard that both sides are extracted out to the left and right, the motherboard size for pull
Slide rail is welded on the half put, its both sides, is also welded with the secondary plate of slide rail in the mainboard containing the both sides outwards extracted out again, described
Mainboard is with enclosure and the secondary plate with carrying tri-prismoid bloom in the plane of phase mutual friction inside mainboard, it is ensured that steel
Plate is no longer withdrawn after extraction, ensures the compactness that is connected with beams of concrete, post at left and right sides of wall, the secondary edges of boards edge with this
Rotating shaft is welded, rotating shaft bottom connects turnover steel plate, nailing hole is carried on the steel plate..
The described assembled for skyscraper fills wall, and described stalk board is fibrous material made of wheat stalk
Material and cementing material mix into compound and using the sheet material of gained after mould and compression set compression forming, described channel-section steel
Using C-type steel, the groove of C-type steel need to be identical with the thickness of described stalk board.
The described assembled for skyscraper fills the assembly method of wall, and this method comprises the following steps：
（1）The groove part of channel-section steel is enclosed on the surrounding of stalk board first and is welded to each other by stalk board when installing, the groove of C-type steel
Need to be identical with the thickness of stalk board；
（2）Combined wall surrounding is welded on the c-type of stalk board surrounding by drawing device and beams of concrete, post fitting, drawing device
On steel, there are the mainboard and time plate that can be extracted out in both sides in drawing device, and mainboard and enclosure and secondary plate and mainboard inside are mutual
Tri-prismoid bloom is carried in the plane of friction, it is ensured that steel plate is no longer withdrawn after extraction, is ensured with this at left and right sides of wall
There is rotating shaft and a piece of steel plate with nailing hole in the compactness being connected with concrete column, secondary plate edge, taken out in drawing device
When going out to beam or identical column dimension, the steel plate with nailing hole can rotate around the axis to concrete column and be bonded completely, afterwards
The connection of wall surrounding and concrete frame can be realized by injecting nailing；
Beneficial effects of the present invention：
The advantages of 1. steel frame used in the present invention has from heavy and light, and intensity is high, and anti-seismic performance is good, filling is used as using stalk board
Material can strengthen the stability of steel construction, more save steel.
The present invention proposes a kind of connected mode of assembled wall and concrete frame, that is, utilizes drawing device and concrete
Inner side fitting after the steel plate with nailing hole turned to by beams of concrete, post surface by rotating shaft, can use nailing will afterwards
On it is connected, the method is greatly improved speed of application and eliminates the time consumed with a large amount of casting concretes of traditional approach,
Also the generation of building waste is effectively reduced.
The present invention and the junction of concrete frame have used steel plate and nailing, add the binding face with concrete frame
Product and bonding strength so that the globality of whole assembled architecture is stronger, while steel are applied into assembled wall and its company
Socket part position, also improve the anti-seismic performance and compression strength of building so that the wall can be generally applicable in skyscraper.
Groined type area lattice are used inside steel frame of the present invention, is welded by horizontal and vertical bar steel plate, is enclosed on straw
The steel frame of C-type steel and internal groined type area lattice composition on stalk plate can play enhancing wall stability and the work of shock resistance
With.
Brief description of the drawings：
Accompanying drawing 1 is wall assembling structure schematic diagram of the invention.
Accompanying drawing 2 is wall structure structural representation of the invention.
Accompanying drawing 3 for the present invention wall at left and right sides of can push-pull configuration section structural representation.
Accompanying drawing 4 is attachment structure schematic diagram at left and right sides of the wall of the present invention.
Accompanying drawing 5 is wall upper and lower ends attachment structure schematic diagram of the invention.
Accompanying drawing 6 is the stereogram of the drawing device of the present invention.
In figure：1st, stalk board, 2, C-type steel, 3, bar steel plate, 4, concrete column, 5, steel plate one, 6, steel plate two, 7, rotating shaft,
8th, nailing hole, 9, beams of concrete.
Embodiment：
Embodiment 1：
The described assembled for skyscraper fills the assembly method of wall, and this method comprises the following steps：
（1）Stalk board 1 install when the groove part of channel-section steel is enclosed on the surrounding of stalk board first and is welded to each other, C-type steel 2 it is recessed
Groove need to be identical with the thickness of stalk board；Steel frame uses groined type area lattice, is welded by horizontal and vertical bar steel plate 3
（2）Combined wall is bonded by drawing device surrounding with concrete column 4, and wherein drawing device is welded on the C of stalk board surrounding
On shaped steel, there is inside the mainboard 5 that can be extracted out and time plate 6, mainboard and enclosure and secondary plate and mainboard both sides in drawing device
Tri-prismoid bloom is carried in the plane of phase mutual friction, it is ensured that steel plate is no longer withdrawn after extraction, ensures wall or so with this
There is rotating shaft and a piece of steel plate with nailing hole in the compactness that both sides are connected with concrete column, secondary plate edge, are filled in pull
To put when being drawn to beam or identical column dimension, the steel plate with nailing hole can rotate around the axis to concrete column and be bonded completely,
The connection of wall surrounding and concrete frame can be realized by injecting nailing afterwards；
Embodiment 2：
A kind of assembled for skyscraper fills wall, and its composition includes：Combined wall, it is characterized in that：Described composite wall
Body includes steel frame, and described steel frame uses groined type area lattice, is welded by horizontal and vertical bar steel plate, described
Steel frame is internally provided with stalk board, and described steel frame includes being arranged on the frame side of described stalk board surrounding and is arranged on institute
The support frame that the upper and lower ends for the frame side stated are welded with described frame side, the surrounding of described frame side is welded with side fishplate bar, described
Support frame on be equipped with wall plastering, described steel frame upper and lower ends are equipped with fireprotection layer and waterproof layer successively, and centre connects
Steel plate of the socket part point with rotating shaft, described combined wall inside is the stalk board described in a monoblock, and there is C-type steel set the left and right sides
At the edge of described stalk board, upper and lower ends use and described c-type steel plate width identical steel plate, described steel plate and C
The intersection of shape steel web is connected using welding manner, wall surrounding welding drawing device.
Embodiment 3：
The assembled for skyscraper according to embodiment 2 fills wall, and described support frame includes well word steel plate, described
Well word steel plate be laid on the upper and lower ends of described stalk board, described well word steel plate welds with described frame side.
Embodiment 4：
According to the drawing device described in embodiment 1 or 2 or 3, it is characterized in that：Inside the drawing device containing two pieces of difference to the left
The mainboard that right both sides are extracted out, the motherboard size are the half of drawing device, and its both sides is welded slide rail, also contained in the mainboard
The both sides outwards extracted out again are welded with the secondary plate of slide rail, the mainboard and enclosure and the secondary plate with inside mainboard mutual
Tri-prismoid bloom is carried in the plane of friction, it is ensured that steel plate is not being withdrawn after extraction, is ensured with this at left and right sides of wall
The compactness being connected with beams of concrete, post, the secondary edges of boards edge welding rotating shaft, rotating shaft bottom connects turnover steel plate, described
Nailing hole is carried on steel plate.
Embodiment 5：
According to embodiment 1 or 2 or 3 or 4 for skyscraper assembled fill wall, described combined wall with it is described
Concrete frame coupling part using drawing device both ends carry nailing hole steel plate.
Embodiment 6：
The assembled for skyscraper according to embodiment 1 or 2 or 3 or 4 or 5 fills wall, and described stalk board is small
Fibrous material made of Wheat Straw and cementing material mix into compound and using mould and compression set compression forming after
The sheet material of gained, described channel-section steel use C-type steel, and the groove of C-type steel need to be identical with the thickness of described stalk board.
Embodiment 7：
It must ensure that drawing device edge is bonded completely with wall edge during welding, can be by nailing when being connected with wall upper and lower ends
In injection aperture, steel plate is set firmly to be fitted on beams of concrete.
Embodiment 8：
Wall surrounding is welded in the C-type steel of stalk board surrounding, taken out by drawing device and beams of concrete, post fitting, drawing device
There are the mainboard that can extract out and time plate in both sides in drawing device, and mainboard and enclosure and secondary plate are put down with phase mutual friction inside mainboard
Tri-prismoid bloom is carried on face, it is ensured that steel plate is no longer withdrawn after extraction, to ensure more firmly to connect with concrete column
Connect.
Embodiment 9：
The coupling part of wall and concrete frame is filled using the steel plate that nailing hole is carried in drawing device both sides rotating shaft in pull
Put be stretched to size it is consistent with beams of concrete, column dimension after, by the steel plate with nailing hole by axis of rotation to and concrete
Beam, post are bonded completely, and injecting nailing in nailing hole can complete to connect afterwards.
Claims (6)
1. a kind of assembled for skyscraper fills wall, its composition includes：Combined wall, it is characterized in that：Described is compound
Wall includes steel frame, and described steel frame uses groined type area lattice, is welded by horizontal and vertical bar steel plate, described
Steel frame be internally provided with stalk board, described steel frame includes being arranged on the frame side of described stalk board surrounding and is arranged on
The support frame that the upper and lower ends of described frame side are welded with described frame side, the surrounding of described frame side are welded with side fishplate bar, institute
Wall plastering is equipped with the support frame stated, described steel frame upper and lower ends are equipped with fireprotection layer and waterproof layer successively, middle
Coupling part carries the steel plate of rotating shaft, is the stalk board described in a monoblock inside described combined wall, there is C-type steel the left and right sides
Be enclosed on the edge of described stalk board, upper and lower ends use and described c-type steel plate width identical steel plate, described steel plate with
The intersection of C-type steel web is connected using welding manner, wall surrounding welding drawing device.
2. the assembled according to claim 1 for skyscraper fills wall, it is characterized in that：Described support frame includes
Well word steel plate, described well word steel plate are laid on the upper and lower ends of described stalk board, described well word steel plate and described side
Frame welds.
3. drawing device according to claim 1 or 2, it is characterized in that：Inside the drawing device containing two pieces respectively to
The mainboard that the left and right sides is extracted out, the motherboard size are the half of drawing device, and its both sides is welded slide rail, also contained in the mainboard
Have a secondary plate that the both sides outwards extracted out again are welded with slide rail, the mainboard and enclosure and the secondary plate with inside mainboard in phase
Tri-prismoid bloom is carried in the plane of mutual friction, it is ensured that steel plate is not being withdrawn after extraction, ensures wall or so two with this
The compactness that side is connected with beams of concrete, post, the secondary edges of boards edge welding rotating shaft, rotating shaft bottom connects turnover steel plate, institute
State and nailing hole is carried on steel plate.
4. the assembled for skyscraper according to claim 1 or 2 or 3 fills wall, it is characterized in that：Described is compound
The coupling part of wall and described concrete frame uses steel plate of the drawing device both ends with nailing hole.
5. the assembled for skyscraper according to claim 1 or 2 or 3 or 4 fills wall, it is characterized in that：Described
Stalk board be fibrous material made of wheat stalk with cementing material mix into compound and use mould and compression set
The sheet material of gained, described channel-section steel use C-type steel after compression forming, and the groove of C-type steel need to be with the thickness phase of described stalk board
Together.
6. the assembled for skyscraper described in a kind of one of claim 1-5 fills the assembly method of wall, its feature
It is：This method comprises the following steps：
（1）The groove part of channel-section steel is enclosed on the surrounding of stalk board first and is welded to each other by stalk board when installing, the groove of C-type steel
Need to be identical with the thickness of stalk board；
（2）Combined wall surrounding is welded on the c-type of stalk board surrounding by drawing device and beams of concrete, post fitting, drawing device
On steel, there are the mainboard and time plate that can be extracted out in both sides in drawing device, and mainboard and enclosure and secondary plate and mainboard inside are mutual
Tri-prismoid bloom is carried in the plane of friction, it is ensured that steel plate is not being withdrawn after extraction, is ensured with this at left and right sides of wall
There is rotating shaft and a piece of steel plate with nailing hole in the compactness being connected with concrete column, secondary plate edge, taken out in drawing device
When going out to beam or identical column dimension, the steel plate with nailing hole can rotate around the axis to concrete column and be bonded completely, afterwards
The connection of wall surrounding and concrete frame can be realized by injecting nailing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711131599.2A CN107740510B (en) | 2017-11-15 | 2017-11-15 | Assembly type filler wall for high-rise building and assembly method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711131599.2A CN107740510B (en) | 2017-11-15 | 2017-11-15 | Assembly type filler wall for high-rise building and assembly method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107740510A true CN107740510A (en) | 2018-02-27 |
| CN107740510B CN107740510B (en) | 2020-02-28 |
Family
ID=61234796
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711131599.2A Active CN107740510B (en) | 2017-11-15 | 2017-11-15 | Assembly type filler wall for high-rise building and assembly method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107740510B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080386A (en) * | 2019-04-10 | 2019-08-02 | 哈尔滨理工大学 | Stalk-steel body system prefabricated buildings and construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1036638A (en) * | 1963-09-05 | 1966-07-20 | Prestressed And Reinforced Con | Building structure |
| JP2009249917A (en) * | 2008-04-07 | 2009-10-29 | Takenaka Komuten Co Ltd | Corrugated steel plate earthquake-resisting wall |
| CN204475593U (en) * | 2014-12-19 | 2015-07-15 | 华东建筑设计研究院有限公司 | Support structure installed by a kind of curtain wall |
| CN204608987U (en) * | 2015-04-28 | 2015-09-02 | 南京堂朔建筑设计有限公司 | A kind of chassis body of mobile scalable extension house |
| CN206090813U (en) * | 2016-09-13 | 2017-04-12 | 浙江大洋建设集团有限公司 | Secret partition wall is used in municipal works |
| CN206477474U (en) * | 2017-02-13 | 2017-09-08 | 绿固新型墙体材料(上海)有限公司 | A kind of novel heat insulation stalk load-bearing assembles wall |
-
2017
- 2017-11-15 CN CN201711131599.2A patent/CN107740510B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1036638A (en) * | 1963-09-05 | 1966-07-20 | Prestressed And Reinforced Con | Building structure |
| JP2009249917A (en) * | 2008-04-07 | 2009-10-29 | Takenaka Komuten Co Ltd | Corrugated steel plate earthquake-resisting wall |
| CN204475593U (en) * | 2014-12-19 | 2015-07-15 | 华东建筑设计研究院有限公司 | Support structure installed by a kind of curtain wall |
| CN204608987U (en) * | 2015-04-28 | 2015-09-02 | 南京堂朔建筑设计有限公司 | A kind of chassis body of mobile scalable extension house |
| CN206090813U (en) * | 2016-09-13 | 2017-04-12 | 浙江大洋建设集团有限公司 | Secret partition wall is used in municipal works |
| CN206477474U (en) * | 2017-02-13 | 2017-09-08 | 绿固新型墙体材料(上海)有限公司 | A kind of novel heat insulation stalk load-bearing assembles wall |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080386A (en) * | 2019-04-10 | 2019-08-02 | 哈尔滨理工大学 | Stalk-steel body system prefabricated buildings and construction method |
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| Publication number | Publication date |
|---|---|
| CN107740510B (en) | 2020-02-28 |
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