CN205840052U - Reinforced concrete wall and attachment structure thereof is filled out in a kind of assembled steel framework - Google Patents
Reinforced concrete wall and attachment structure thereof is filled out in a kind of assembled steel framework Download PDFInfo
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- CN205840052U CN205840052U CN201620568701.XU CN201620568701U CN205840052U CN 205840052 U CN205840052 U CN 205840052U CN 201620568701 U CN201620568701 U CN 201620568701U CN 205840052 U CN205840052 U CN 205840052U
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- reinforced concrete
- concrete wall
- wall
- steel
- tabularium
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Abstract
Reinforced concrete wall and attachment structure thereof is filled out in a kind of assembled steel framework, body of wall includes wall top steel plate strip, T steel beam at the bottom of prefabricated reinforced concrete wall panel and wall, wall top steel plate strip is arranged along the length direction horizontal center of prefabricated reinforced concrete wall panel, fix with the upper surface of prefabricated reinforced concrete wall panel and be connected, T steel beam at the bottom of wall includes tabularium and riser band, tabularium is arranged along the length direction horizontal center of prefabricated reinforced concrete wall panel, fix with the lower surface of prefabricated reinforced concrete wall panel and be connected, riser band is centrally located along the length direction of tabularium, fix with the lower surface of tabularium and be connected；Tabularium is equal sized with wall top steel plate strip, and both width are all higher than the width of prefabricated reinforced concrete wall panel, and both length is all higher than the length of prefabricated reinforced concrete wall panel.This utility model can be removed on-the-spot formwork from and tie up the operations such as reinforcing bar, accelerates speed of application, it is ensured that the pouring quality of girder steel lower area concrete, it is achieved shear wall is Tong Bu with frame construction.
Description
Technical field
This utility model relates to a kind of assembled body of wall and attachment structure thereof, fills out reinforced concrete in particularly a kind of steel frame
Cob wall and attachment structure thereof.
Background technology
In prior art, fill out in steel frame reinforced concrete shear wall structure system be usually by surrounding steel frame and
The internal reinforced concrete shear wall composition filled, both are connected by peg, are formed and are born overturning moment by Steel Frame Column, interior
Fill out reinforced concrete wall and bear the wall structural system of shearing.The traditional construction mode of this structural system is first to install steel framework
Frame, then scene pours shear wall in the inside of steel frame.This form of construction work has the disadvantage in that one, on-the-spot formwork supporting plate, tie up
The operations such as reinforcing bar, concrete shear force wall situ wet operation is many, and speed of application is slow, affects the construction period；Two, girder steel lower area mixes
Solidifying native pouring is not easy closely knit；Three, cannot realize synchronizing to install with steel frame.
Utility model content
The purpose of this utility model fills out reinforced concrete wall and attachment structure thereof in being to provide a kind of assembled steel framework,
Solve the long construction period of conventional cast-type steel frame concrete filled shear wall structure, situ wet operation is many, pour leakiness
And cannot realize synchronizing the problems such as installation.
For achieving the above object, this utility model adopts the following technical scheme that
Filling out reinforced concrete wall in a kind of assembled steel framework, including body of wall, described body of wall includes wall top steel plate strip, prefabricated
T steel beam at the bottom of reinforced concrete wall panel and wall,
Described wall top steel plate strip is arranged and precast reinforced mixed along the length direction horizontal center of prefabricated reinforced concrete wall panel
The upper surface of solidifying cob wall plate is fixing to be connected,
T steel beam at the bottom of described wall includes tabularium and riser band, and tabularium is along the length side of prefabricated reinforced concrete wall panel
Arranging be connected fixing with the lower surface of prefabricated reinforced concrete wall panel to horizontal center, riser band is along the length direction of tabularium
It is centrally located that the lower surface with tabularium is fixing to be connected；
Described tabularium is equal sized with wall top steel plate strip, and both width are all higher than prefabricated reinforced concrete wall panel
Width, both length is all higher than the length of prefabricated reinforced concrete wall panel.
The lower surface of described wall top steel plate strip is welded with the first anchoring piece in advance, and described first anchoring piece embedment is precast reinforced
The top of concrete panel.
The upper surface of described tabularium is welded with the second anchoring piece in advance, and described second anchoring piece imbeds precast reinforced coagulation
The bottom of cob wall plate.
Described first anchoring piece is peg, curved muscle or shaped steel.
Described second anchoring piece is peg, curved muscle or shaped steel.
Described shaped steel is channel-section steel or angle steel.
The attachment structure of reinforced concrete wall is filled out, including frame column and described assembled steel in a kind of assembled steel framework
Reinforced concrete wall is filled out in framework,
Filling out reinforced concrete wall in described assembled steel framework the most successively to splice between adjacent frame column, lower floor fills
The bottom face of the riser band filling out reinforced concrete wall in joining formula steel frame fills out reinforced concrete wall in the assembled steel framework of upper strata
Wall top steel plate strip be fixedly connected to form Vierendeel girder, fixing with frame column about Vierendeel girder be connected.
The mode of described splicing is to be welded by weld seam or the upper surface of wall top steel plate strip is preset with vertical connecting plate also
Pass through bolted-on.
Compared with prior art this utility model has the characteristics that and beneficial effect:
Vierendeel girder is divided into upper and lower two parts by this utility model, fills coping and the end with prefabricated reinforced concrete respectively
Portion links together when prefabricated with a part for Vierendeel girder, connects into whole by two parts up and down of Vierendeel girder again during construction
Body, thus form steel frame-prefabricated reinforced concrete and fill wall construction system, thus avoid the wet trade of job site and solve
Framework and the nonsynchronous problem of shear wall construction.This utility model can be removed on-the-spot formwork from and tie up the operations such as reinforcing bar, accelerates construction
Speed, it is ensured that the pouring quality of girder steel lower area concrete, it is achieved shear wall is Tong Bu with frame construction.
Accompanying drawing explanation
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is the side perspective structural representation of this utility model embodiment one.
Fig. 2 is the vertical section structure schematic diagram of Fig. 1.
Fig. 3 is the side perspective structural representation of this utility model embodiment two.
Fig. 4 is the vertical section structure schematic diagram of Fig. 3.
Fig. 5 is the side perspective structural representation of this utility model embodiment three.
Fig. 6 is the vertical section structure schematic diagram of Fig. 5.
Fig. 7 is attachment structure schematic diagram of the present utility model.
Fig. 8 is the structural representation using solder design in Fig. 7 at A amplification.
Fig. 9 is structural representation with bolts at A amplification in Fig. 7.
Reference: T steel beam, 3.1-transverse slat at the bottom of 1-wall top steel plate strip, 2-prefabricated reinforced concrete wall panel, 3-wall
Band, 3.2-riser band, 4-the first anchoring piece, 5-the second anchoring piece, 6-frame column, 7-bolt, the vertical connecting plate of 8-.
Detailed description of the invention
Embodiment one sees shown in Fig. 1-2, fills out reinforced concrete wall, including body of wall in a kind of assembled steel framework.
Described body of wall includes T steel beam 3 at the bottom of wall top steel plate strip 1, prefabricated reinforced concrete wall panel 2 and wall,
Described wall top steel plate strip 1 is arranged with precast reinforced along the length direction horizontal center of prefabricated reinforced concrete wall panel 2
The upper surface of concrete panel 2 is fixing to be connected.
T steel beam 3 at the bottom of described wall includes tabularium 3.1 and riser band 3.2, and tabularium 3.1 is along prefabricated reinforced concrete wall
The length direction horizontal center setting of plate 2 is fixing with the lower surface of prefabricated reinforced concrete wall panel 2 to be connected, and riser band 3.2 is along horizontal stroke
The length direction of strip 3.1 is centrally located that the lower surface with tabularium 3.1 is fixing to be connected.
Described tabularium 3.1 is equal sized with wall top steel plate strip 1, and both width are all higher than prefabricated reinforced concrete wall
The width of plate, both length is all higher than the length of prefabricated reinforced concrete wall panel.
The lower surface of described wall top steel plate strip 1 is welded with the first anchoring piece 4 in advance, and described first anchoring piece 4 is imbedded prefabricated
The top of reinforced concrete wall panel 2.
The upper surface of described tabularium 3.1 is welded with the second anchoring piece 5 in advance, and described second anchoring piece 5 imbeds pre-manufactured steel
The bottom of reinforced concrete wallboard 2.
In the present embodiment, described first anchoring piece 4 is peg, and the second anchoring piece 5 is also peg, curved muscle or shaped steel, the
One anchoring piece 4 and the second anchoring piece 5 consistency from top to bottom.
See shown in Fig. 1-2,7-9, in a kind of assembled steel framework in the present embodiment, fill out the connection of reinforced concrete wall
Structure fills out reinforced concrete wall in including frame column 6 and assembled steel framework, fill out armored concrete in described assembled steel framework
Wall the most successively splices between adjacent frame column, fills out the riser band 3.1 of reinforced concrete wall in lower floor's assembled steel framework
Bottom face and upper strata assembled steel framework in fill out the wall top steel plate strip 1 of reinforced concrete wall and be fixedly connected to form Vierendeel girder, frame
Setting a roof beam in place, left and right is fixing with frame column 6 to be connected.
During construction, seeing shown in Fig. 8-9, the mode of splicing is to be welded by weld seam or the upper surface of wall top steel plate strip 1
Being preset with vertical connecting plate 8 and bolted by bolt 7, riser band 3.1 is connected with wall top steel plate strip 1 and forms Vierendeel girder, then with
Frame column connects formation frame-shear-wall structure.
Embodiment two sees shown in Fig. 3-4 unlike embodiment two, and described first anchoring piece 4 is curved muscle, the second anchor
Firmware 5 is also curved muscle, the first anchoring piece 4 and the second anchoring piece 5 consistency from top to bottom.
Embodiment three sees shown in Fig. 5-6 unlike embodiment one and two, and described first anchoring piece 4 is shaped steel, the
Two anchoring pieces 5 are also shaped steel, the first anchoring piece 4 and the second anchoring piece 5 consistency from top to bottom.This example Shaped Steel is channel-section steel, at other
It embodiment can also be angle steel.
Claims (8)
1. fill out a reinforced concrete wall, including body of wall in assembled steel framework, it is characterised in that: described body of wall includes wall top steel
T steel beam (3) at the bottom of strip (1), prefabricated reinforced concrete wall panel (2) and wall,
Described wall top steel plate strip (1) is arranged with precast reinforced along the length direction horizontal center of prefabricated reinforced concrete wall panel (2)
The upper surface of concrete panel (2) is fixing to be connected,
T steel beam (3) at the bottom of described wall includes tabularium (3.1) and riser band (3.2), and tabularium (3.1) is along precast reinforced coagulation
The length direction horizontal center setting of cob wall plate (2) is fixing with the lower surface of prefabricated reinforced concrete wall panel (2) to be connected, riser
Band (3.2) is centrally located along the length direction of tabularium (3.1) that the lower surface with tabularium (3.1) is fixing to be connected；
Described tabularium (3.1) is equal sized with wall top steel plate strip (1), and both width are all higher than prefabricated reinforced concrete wall
The width of plate, both length is all higher than the length of prefabricated reinforced concrete wall panel.
Reinforced concrete wall is filled out in assembled steel framework the most according to claim 1, it is characterised in that: described wall top steel plate
The lower surface of band (1) is welded with the first anchoring piece (4), described first anchoring piece (4) embedment prefabricated reinforced concrete wall panel in advance
(2) top.
Reinforced concrete wall is filled out in assembled steel framework the most according to claim 1, it is characterised in that: described tabularium
(3.1) upper surface is welded with the second anchoring piece (5), described second anchoring piece (5) embedment prefabricated reinforced concrete wall panel in advance
(2) bottom.
Reinforced concrete wall is filled out in assembled steel framework the most according to claim 2, it is characterised in that: described first anchoring
Part (4) is peg, curved muscle or shaped steel.
Reinforced concrete wall is filled out in assembled steel framework the most according to claim 3, it is characterised in that: described second anchoring
Part (5) is peg, curved muscle or shaped steel.
6. fill out reinforced concrete wall according in the assembled steel framework described in claim 4 or 5, it is characterised in that: described shaped steel
For channel-section steel or angle steel.
7. in an assembled steel framework, fill out the attachment structure of reinforced concrete wall, it is characterised in that: include frame column (6) and power
Profit fills out reinforced concrete wall in requiring the assembled steel framework described in 1-3 any one,
Fill out reinforced concrete wall in described assembled steel framework the most successively to splice between adjacent frame column, lower floor's assembled
The bottom face of the riser band (3.1) filling out reinforced concrete wall in steel frame fills out reinforced concrete wall in the assembled steel framework of upper strata
Wall top steel plate strip (1) be fixedly connected to form Vierendeel girder, fixing with frame column (6) about Vierendeel girder be connected.
The attachment structure of reinforced concrete wall is filled out in assembled steel framework the most according to claim 7, it is characterised in that: institute
Stating the mode of splicing is to be welded by weld seam or the upper surface on wall top steel plate strip (1) is preset with vertical connecting plate (8) and passes through
Bolt (7) bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620568701.XU CN205840052U (en) | 2016-06-14 | 2016-06-14 | Reinforced concrete wall and attachment structure thereof is filled out in a kind of assembled steel framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620568701.XU CN205840052U (en) | 2016-06-14 | 2016-06-14 | Reinforced concrete wall and attachment structure thereof is filled out in a kind of assembled steel framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205840052U true CN205840052U (en) | 2016-12-28 |
Family
ID=58152339
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620568701.XU Expired - Fee Related CN205840052U (en) | 2016-06-14 | 2016-06-14 | Reinforced concrete wall and attachment structure thereof is filled out in a kind of assembled steel framework |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205840052U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313529A (en) * | 2017-08-21 | 2017-11-03 | 深圳市亚泰国际建设股份有限公司 | A kind of assembled architecture wall |
| CN108797844A (en) * | 2018-06-21 | 2018-11-13 | 深圳大学 | A kind of compound shear wall and compound shear wall production method |
-
2016
- 2016-06-14 CN CN201620568701.XU patent/CN205840052U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313529A (en) * | 2017-08-21 | 2017-11-03 | 深圳市亚泰国际建设股份有限公司 | A kind of assembled architecture wall |
| CN108797844A (en) * | 2018-06-21 | 2018-11-13 | 深圳大学 | A kind of compound shear wall and compound shear wall production method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161228 |