CN205742616U - Assembled bearing wall - Google Patents
Assembled bearing wall Download PDFInfo
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- CN205742616U CN205742616U CN201620721524.4U CN201620721524U CN205742616U CN 205742616 U CN205742616 U CN 205742616U CN 201620721524 U CN201620721524 U CN 201620721524U CN 205742616 U CN205742616 U CN 205742616U
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- steel skeleton
- connecting plate
- bearing wall
- assembled bearing
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Abstract
The utility model discloses a kind of assembled bearing wall, including: steel skeleton, described steel skeleton is by Member Welding all-in-one-piece truss, and described component includes the vertical member of up/down perforation, the two ends up and down of described vertical member have been respectively and fixedly connected with wall connecting plate, and described wall connecting plate offers connecting hole；The left and right sides of described steel skeleton has been respectively and fixedly connected with post connecting plate, and described post connecting plate offers connecting hole；Described steel skeleton is also connected with the floor connector that left and right directions extends, and described floor connector offers connecting hole.Steel skeleton of the present utility model makees integral truss, can replace vertical load that joist support transmitted by floor and body of wall from heavy load, support can be replaced again to bear the level such as wind, earthquake to load, decrease the number of components, occupy little space, being advantageously implemented building assemblingization, this body of wall may also be arranged to combined wall so that it is has insulation, sound insulation, fire prevention, waterproof etc. act on.
Description
Technical field
This utility model relates to assembled architecture technical field, particularly relates to a kind of body of wall for fabricated structure.
Background technology
Building assemblingization is a kind of emerging technology, and it uses industrialization means, is existed by the part or all of component of building
Prefabrication completes, and then transport is to job site, is assembled by reliable connected mode by component, which not only reduces
Field operation workload, decrease the difficult problems such as environmental pollution, and substantially increase construction speed.
At present, existing construction wall is divided three classes:
The first kind: load bearing wall such as traditional brick wall, blockwork etc., is only used for low layer, and for multi-story body, due to antagonism
It is unfavorable to shake, and limits now application.
Equations of The Second Kind: fill wall, be subjected only to gravity load, rises and fills, goes along with sb. to guard him, is incubated, sound insulation, fire prevention, waterproof etc. goes along with sb. to guard him dress
Decorations effect, is not subject to external force load, and external force load is undertaken by Vierendeel girder and post.
3rd class: concrete or steel construction shear wall, can bear horizontal direction wind load and earthquake load, can bear again
The vertical load that flooring transmits, this kind of shear wall field cast-in-place concrete or factory's welded steel structure shear wall, cost of manufacture
Height, complex process, difficulty of construction is big.
And for building structure stress system, have frame structure, frame support structure, frame-shear-wall structure and cut
Power wall constructions etc., by the component compositions such as post, beam, shear wall, support, Liang Yuzhu and shear wall in above structure stress system
Connecting to be and just connect, post undertakes the moment of flexure that beam transmits, and the sectional dimension causing post is very big, and is easily caused the weak post of brutal, and earthquake is made
Being easily caused the destruction of post under with, coupled columns is totally unfavorable, and shear wall structure is difficulty with assemblingization.
Utility model content
For the above deficiency of prior art, technical problem to be solved in the utility model is to provide a kind of assembled
Bearing wall, this body of wall can replace vertical load that joist support transmitted by floor and body of wall from heavy load, can replace again supporting
Bear the horizontal loading that wind, earthquake etc. produce, the number of components can be reduced, be advantageously implemented building assemblingization.
In order to solve above-mentioned technical problem, the technical solution adopted in the utility model is: a kind of assembled bearing wall, bag
Including: steel skeleton, described steel skeleton is by Member Welding all-in-one-piece truss, and described component includes the vertical member of up/down perforation,
The two ends up and down of described vertical member have been respectively and fixedly connected with wall connecting plate, and described wall connecting plate offers connecting hole；Described steel skeleton
The left and right sides be respectively and fixedly connected with post connecting plate, described post connecting plate offers connecting hole；Described steel skeleton is also connected with left and right
The floor connector that direction extends, described floor connector offers connecting hole.
Preferably, the outside of described steel skeleton is connected with bar-mat reinforcement, and described steel skeleton and bar-mat reinforcement are coated on by foaming water
In the lightweight matrix that mud, foam concrete or air entrained concrete are constituted.
Preferably, it is filled with heat preservation and soundproof sandwich layer in the framework that described steel skeleton surrounds.
Preferably, described heat preservation and soundproof sandwich layer is polystyrene foam plate or extruded polystyrene board or polyurethane foam board or rock
Cotton plate or glass silk flosssilk wadding plate.
Preferably, the external side of described lighter body is provided with cladding layer.
Preferably, described cladding layer is stone material, ceramic tile, glass, pottery clay plates, artificial plate, true mineral varnish or coating.
After have employed technique scheme, of the present utility model have the technical effect that
1) steel skeleton of body of wall makees integral truss, can replace vertical load that joist support transmitted by floor and body of wall from
Heavy load, can replace again support to bear the level such as wind, earthquake to load, reduce the number of components, occupy little space, be advantageously implemented
Building assemblingization.
2) body of wall uses combined wall, can be incubated at steel skeleton central filler, deadener such as rock wool, glass silk flosssilk wadding, crowded
Mould the lightweight materials such as plate, styrofoam, polyurethane, or welded steel fabric inside and outside steel skeleton, then pour into a mould concrete, foaming
Cement, air entrained concrete etc., or outside steel skeleton, cladding glass, stone material, ceramic tile, pottery clay plates and artificial board etc. are gone along with sb. to guard him
Material, plays insulation, sound insulation, fire prevention, the effect such as waterproof.
3), when carrying out assemblingization installation, body of wall is pressed nature layer up and down and is separated, and left and right is separated into assembling module by post, by reinforcing bar
Frame and steel column, by post connecting plate and with bolt or stud connection, constitute alleged " hinged " form of building industry, are put by floor
It is placed on the floor connector of body of wall and is only bolted, also constituting building " hinged " form alleged by industry, pass through
Above-mentioned " hinged " structure, whole vertical forces of building body are undertaken by steel column, and steel column only undertakes vertical axis power, is not subject to moment of flexure, no
There will be brutal weak post phenomenon, the stress performance such as antidetonation is more preferable, and in the case of same load, steel column cross section is less, alternative biography
System shear wall structure, frame structure and frame support structure.
4) body of wall can dock at wall connecting plate up and down, and is bolted to connection, and vertical member therein passes through up and down
Logical, directly it is connected with basis, and transfers loads to basis, the most corresponding steel truss can entirety spatially be counted with edge steel column
Calculating, steel truss participates in overall stress, and structural safety remaining is higher.
Accompanying drawing explanation
Fig. 1 is the assembled multi-tier arrangement figure without beam building building body；
Fig. 2 is the assembling schematic diagram of a unit module in Fig. 1；
Fig. 3 is the Facad structure schematic diagram of steel skeleton in Fig. 2 body of wall；
Fig. 4 is the profile in Fig. 2 at A-A；
Fig. 5 is steel truss and the attachment structure schematic diagram of steel column in Fig. 2；
Fig. 6 is the attachment structure schematic diagram of another kind of steel truss and steel column；
Fig. 7～Figure 10 is the Facad structure schematic diagram of other four kinds of bodies of wall；
In figure: 1-steel column, 2-floor, 3-body of wall, 4-steel skeleton, 5-vertical member, 6-post connecting plate, 7-wall connecting plate,
8-floor connector, 9-bolt, 10-bolt, 11-heat preservation and soundproof sandwich layer, 12-cladding layer, 13-bolt hinge, 14-hole
Mouthful, 15-hinge, 16-post connecting plate.
Detailed description of the invention
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings.Need clearly, for the ease of understanding and saying
Bright, " up and down " refers to the orientation under real use state.
Fig. 1 shows that the assembled of a kind of multilamellar (or high-rise) is pressed nature layer separate without beam building building body, body of wall about 3,
The left and right of body of wall 3 is separated into assembling module by steel column 1, and floor 2 is fixed on body of wall 3.
As shown in Figure 2, Figure 3 and Figure 4, being provided with steel skeleton 4 in body of wall 3, steel skeleton 4 is by Member Welding all-in-one-piece purlin
Frame, these components can use the section bars such as C-shaped steel, steel square tube, angle steel, pipe, H profile steel, has the perpendicular of some up/down perforations in component
To component 5, the two ends up and down of vertical member 5 have been respectively and fixedly connected with wall connecting plate 7, and wall connecting plate 7 offers connecting hole (for high-strength
Bolt connects or stud connection), two pieces of neighbouring bodies of wall 3 dock at wall connecting plate 7, and fixing even by bolt 10
Connect.
Steel skeleton 4 is also connected with the floor connector 8 of left and right directions extension and (uses angle steel, it is also possible to be other type herein
Material), floor connector 8 offers connecting hole, and floor 2 is positioned on the floor connector 8 of body of wall and fixing even by bolt 9
Connect, do not weld.
As shown in Figure 3 and Figure 5, the left and right sides of steel skeleton 4 has been respectively and fixedly connected with post connecting plate 6, and post connecting plate 6 offers
Connecting hole, is also connected with post connecting plate 6 on steel column 1, and the post connecting plate 6 of body of wall docks with the post connecting plate 6 of steel column and passes through
Bolt is fixing to be connected, and does not weld.
Fig. 6 shows the attachment structure of another kind of steel truss and steel column, and steel skeleton 4 and steel column 1 are at post connecting plate 16 pair
Connect and pass through hinge 15 and connect, do not weld.
Steel column 1 is steel pipe, and pouring concrete within steel pipe forms concrete filled steel tubular column, and intensity is higher, it is also possible to be H-shaped shaped steel etc. its
Its various cross sectional shape.
As shown in Figure 4, the outside of steel skeleton 4 is connected with bar-mat reinforcement (not shown), and steel skeleton 4 and bar-mat reinforcement are coated on
In the lightweight matrix being made up of foam cement, foam concrete or air entrained concrete.It is filled with guarantor in the framework that steel skeleton 4 surrounds
Temperature sound insulation sandwich layer 11, heat preservation and soundproof sandwich layer 11 is polystyrene foam plate or extruded polystyrene board or polyurethane foam board or rock cotton board
Or glass silk flosssilk wadding plate etc..The external side of lighter body is provided with cladding layer 12, and cladding layer 12 is stone material, ceramic tile, glass, pottery
Soil plate or artificial board etc., play insulation, sound insulation, fire prevention, waterproof etc. act on.
Fig. 7～Figure 10 also show the Facad structure schematic diagram of other four kinds of bodies of wall 3, these body of wall opening holes 14, Fig. 7
The hole 14 of shown body of wall 3 is positioned at middle and lower part, and the hole 14 of body of wall 3 shown in Fig. 8 is positioned at side lower part, the hole of body of wall 3 shown in Fig. 9
14 are positioned at middle part, and the hole 14 of body of wall 3 shown in Figure 10 is positioned at sidepiece, and accordingly, the structure of its steel skeleton 4 also to occur accordingly
Change, does not repeats at this.
Design of the present utility model is mainly reflected in following two aspect:
One, body of wall aspect, the steel skeleton 4 of body of wall 3 makees integral truss, can replace the vertical lotus that joist support is transmitted by floor
Carry and body of wall from heavy load, support can be replaced again to bear the level such as wind, earthquake to load, reduce the number of components, take up room
Few, it is advantageously implemented building assemblingization.
Two, building structure stress system aspect, body of wall about 3 press nature layer separate, left and right is separated into assembling module by post,
Steel skeleton 4 docks at post connecting plate 6 with steel column 1 and is connected by bolt 9 is fixing or docks at post connecting plate 16 and pass through
Hinge 15 connects, and constitutes building " hinged " form alleged by industry.Floor 2 is positioned on the floor connector 8 of body of wall and leads to
Cross bolt 9 to connect, also constitute " hinged " form.By above-mentioned " hinged " structure, whole vertical forces of building body are held by steel column 1
Load, the stress performances such as steel column 1 only undertakes vertical axis power, is not subject to moment of flexure, does not haves brutal weak post phenomenon, antidetonation are more preferable,
In the case of same load, steel column 1 cross section is less, alternative traditional shear wall structure, frame structure and frame support structure.
It should be noted that " hinged " herein is different from the implication of " hinged " that be generally understood that.Being subject in building structure
In power system, it is impossible to transmission moment of flexure or the least connection being only capable of transmitting the least additional bending moment of coupling stiffness are considered as " hinged ", energy
The connection enough transmitting whole moment of flexure is considered as " just connecing ", and " hinged " uses different mechanical models to calculate from " just connecing ".Aforementioned
The connection by hinge 15 be a kind of pure hinged, do not transmit moment of flexure, belong to " hinged ", by the fixing connection of bolt 9, it is even
Connect the least being only capable of of rigidity and transmit the least additional bending moment, fall within " hinged ", if together with steel skeleton 4 is welded to steel column 1, this
Plant to connect and transmit whole moments of flexure, belong to " just connecing ".
Sum it up, disclosed in this utility model without Liang Louti, owing to eliminating girder construction, component is greatly reduced, and accounts for
Little with space, easy for installation, cost is low, is particularly conducive to promoting the use of of assembled architecture.
Claims (6)
1. an assembled bearing wall, it is characterised in that including:
Steel skeleton, described steel skeleton is by Member Welding all-in-one-piece truss, and described component includes the vertical member of up/down perforation,
The two ends up and down of described vertical member have been respectively and fixedly connected with wall connecting plate, and described wall connecting plate offers connecting hole；Described steel skeleton
The left and right sides be respectively and fixedly connected with post connecting plate, described post connecting plate offers connecting hole；Described steel skeleton is also connected with left and right
The floor connector that direction extends, described floor connector offers connecting hole.
2. assembled bearing wall as claimed in claim 1, it is characterised in that the outside of described steel skeleton is connected with reinforcing bar
Net, described steel skeleton and bar-mat reinforcement are coated in the lightweight matrix being made up of foam cement, foam concrete or air entrained concrete.
3. assembled bearing wall as claimed in claim 2, it is characterised in that be filled with in the framework that described steel skeleton surrounds
Heat preservation and soundproof sandwich layer.
4. assembled bearing wall as claimed in claim 3, it is characterised in that described heat preservation and soundproof sandwich layer is polystyrene bubble
Foam plate or extruded polystyrene board or polyurethane foam board or rock cotton board or glass silk flosssilk wadding plate.
5. assembled bearing wall as claimed in claim 2, it is characterised in that the external side of described lighter body is provided with goes along with sb. to guard him material
The bed of material.
6. assembled bearing wall as claimed in claim 5, it is characterised in that described cladding layer is stone material, ceramic tile, glass
Glass, pottery clay plates, artificial plate, true mineral varnish or coating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620721524.4U CN205742616U (en) | 2016-07-09 | 2016-07-09 | Assembled bearing wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620721524.4U CN205742616U (en) | 2016-07-09 | 2016-07-09 | Assembled bearing wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742616U true CN205742616U (en) | 2016-11-30 |
Family
ID=57377808
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620721524.4U Active CN205742616U (en) | 2016-07-09 | 2016-07-09 | Assembled bearing wall |
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| Country | Link |
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| CN (1) | CN205742616U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152106A (en) * | 2017-07-20 | 2017-09-12 | 迈瑞司（北京）抗震住宅技术有限公司 | The close rib composite construction system of shaped steel and its keel unit, wall, assembly method |
| CN108412084A (en) * | 2018-05-17 | 2018-08-17 | 巴中华兴杭萧建设有限公司 | A kind of combination load-bearing wall member production of steel construction and construction method |
| CN108612345A (en) * | 2018-05-14 | 2018-10-02 | 重庆宜府住工科技有限公司 | A kind of prefabricated mixed structure assembled lavatory and its manufacturing method |
| CN109723163A (en) * | 2018-12-17 | 2019-05-07 | 莱芜职业技术学院 | A kind of prefabricated assembling architecture-integral combined wall and manufacturing method |
-
2016
- 2016-07-09 CN CN201620721524.4U patent/CN205742616U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152106A (en) * | 2017-07-20 | 2017-09-12 | 迈瑞司（北京）抗震住宅技术有限公司 | The close rib composite construction system of shaped steel and its keel unit, wall, assembly method |
| CN107152106B (en) * | 2017-07-20 | 2023-09-05 | 迈瑞司（北京）抗震住宅技术有限公司 | Profile steel multi-ribbed composite structure system, keel unit, wall body and assembly method |
| CN108612345A (en) * | 2018-05-14 | 2018-10-02 | 重庆宜府住工科技有限公司 | A kind of prefabricated mixed structure assembled lavatory and its manufacturing method |
| CN108612345B (en) * | 2018-05-14 | 2020-11-06 | 重庆宜府住工科技有限公司 | Prefabricated mixed structure assembled toilet and manufacturing method thereof |
| CN108412084A (en) * | 2018-05-17 | 2018-08-17 | 巴中华兴杭萧建设有限公司 | A kind of combination load-bearing wall member production of steel construction and construction method |
| CN109723163A (en) * | 2018-12-17 | 2019-05-07 | 莱芜职业技术学院 | A kind of prefabricated assembling architecture-integral combined wall and manufacturing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190117 Address after: 261041 Room 401, Unit 2, Building 1-1, 2101 Ronghua Road, Weifang High-tech Development Zone, Shandong Province Patentee after: Liu Shujin Address before: 261000 20th Floor, Xingtiandi, Yihe First City, Junction of Health Street and Huixian Road, Weifang High-tech Development Zone, Shandong Province Patentee before: Weifang gold skill structural steelwork technical advice Co., Ltd |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201105 Address after: 261000 20th Floor, Yihe Huixian Building, Yihe First City, Junction of Health Street and Huixian Road, Weifang High-tech Development Zone, Shandong Province Patentee after: WEIFANG JINYI STEEL STRUCTURAL ENGINEERING TECHNICAL ADVISORY Co.,Ltd. Address before: 401, room 2, building 1-1, building 2101, Rong Hua Road, Weifang hi tech Development Zone, Shandong 261041, China Patentee before: Liu Shujin |