CN208633313U - Assembling truss type light steel frame-steel mesh-Combined concrete wall - Google Patents
Assembling truss type light steel frame-steel mesh-Combined concrete wall Download PDFInfo
- Publication number
- CN208633313U CN208633313U CN201820367942.7U CN201820367942U CN208633313U CN 208633313 U CN208633313 U CN 208633313U CN 201820367942 U CN201820367942 U CN 201820367942U CN 208633313 U CN208633313 U CN 208633313U
- Authority
- CN
- China
- Prior art keywords
- concrete
- steel
- frame
- wall
- mesh
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 149
- 239000010959 steel Substances 0.000 title claims abstract description 149
- 239000004567 concrete Substances 0.000 title claims abstract description 104
- 238000009415 formwork Methods 0.000 claims abstract description 4
- 238000012423 maintenance Methods 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000000725 suspension Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 10
- 238000005452 bending Methods 0.000 abstract description 3
- 238000005266 casting Methods 0.000 abstract description 2
- 238000011065 in-situ storage Methods 0.000 abstract description 2
- 230000007547 defect Effects 0.000 abstract 1
- 230000035939 shock Effects 0.000 description 7
- 238000003466 welding Methods 0.000 description 6
- 239000002689 soil Substances 0.000 description 5
- 230000008929 regeneration Effects 0.000 description 4
- 238000011069 regeneration method Methods 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 230000018109 developmental process Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000004574 high-performance concrete Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000013467 fragmentation Methods 0.000 description 1
- 238000006062 fragmentation reaction Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to assembling truss type light steel frame-steel mesh-Combined concrete walls.In the utility model, steel pipe concrete frame column, steel pipe concrete frame beam and wall concrete-filled steel tube truss rib are together, form wallboard concrete-filled steel tube truss stress system, and faced wall steel skeleton is formed together with steel mesh, improve wallboard globality, formwork casting concrete forms assembling truss type light steel frame-steel mesh-Combined concrete wall after maintenance, and only needs that faced wall is assembled in external structure by connection bolt.Assembled faced wall in the utility model has preferable bending resistance, shear-carrying capacity and out of plane stiffness, anti-seismic performance is good, simultaneously, wallboard adopts plant produced, assembled in situ effectively dissolves site operation bring common quality defect, greatly improves engineering construction efficiency, the engineering amount of labour used is reduced, the wide popularization and application in the low multilayer rural housing structure in villages and small towns is suitble to.
Description
Technical field:
The utility model belongs to assembled faced wall manufacture technology field in structural engineering, and in particular to a kind of assembly
Formula truss type light steel frame-steel mesh-Combined concrete wall and the practice.
Background technique:
Currently, China is in novel urbanization, new countryside construction flourishes period, and the new rural village having a large capacity and a wide range is built
It makes, urgent New rural reformation target, so that easy integrated house, low layer prefabricated buildings start in low multilayer rural housing structure
In grow up.At this stage, the beam column that integrated house, prefabricated buildings mostly use steel structure member or steel and concrete structure component to form
Main stress system of the frame as building structure, wall is out-hung panel or filling wall, therefore has and dismount convenient, layout spirit
The living, good characteristics such as the construction period is short.But meanwhile the main member as building structure, out-hung panel and filled-in panel, be only capable of
As the fender member in house, stress cannot be participated in, therefore there are building structure low bearing capacity, ductility are poor, mostly occur brittle break
The problem of, there is also stability poor, the problem of shock resistance difference that house is whole, to greatly constrain integrated house, assembled
Application of the house in house.
China's country building amount accounts for the 60% of national total building amount, and how rationally most agriculture rooms are located at area of providing fortification against earthquakes,
Wall is designed and utilized, the bearing capacity of low layer integrated house, prefabricated buildings is improved, enhances its shock resistance, without influencing it
Wall with bearing capacity and function of seismic resistance is applied to low tier building by the flexible advantage of space layout, especially new agriculture
Village is built in the low multilayer rural housing structure in villages and small towns in period, is the key that push the novel urbanization in China, new countryside construction.
Therefore, it is economical and practical to research and develop one kind, cheap, easy construction is suitable for low tier building, especially villages and small towns
The assembled faced wall of low multilayer rural housing structure has highly important practice significance and social economic value.
Summary of the invention:
The utility model provides a kind of assembling truss type light steel frame-steel mesh-Combined concrete wall, is low multilayer
Integrated house, prefabricated buildings provide a kind of practice of assembled wall with preferable bearing capacity and shock resistance, fit
Conjunction is widely popularized in the low tier building with requirements for fortification against earthquake, the especially low multilayer agriculture in villages and small towns room, to solve current agriculture
Room structure lacks earthquake resistant construction, the status of shock resistance weakness.Meanwhile component assembled in situ, construction is simple, new agriculture can be promoted
The completion of village's development target.
To achieve the above objectives, the present invention adopts the following technical solutions:
A kind of assembling truss type light steel frame-steel mesh-Combined concrete wall, including steel pipe concrete frame column (1),
Steel pipe concrete frame beam (2), steel mesh (3), concrete-filled steel tube truss rib (4), concrete (5), connection board (6) and connection
Bolt (7)；It is respectively welded connection board (6) in the capital of steel pipe concrete frame column (1) and suspension column position, connection board (6)
Upper prefabricated bolt hole；Steel pipe concrete frame column (1) and steel pipe concrete frame beam (2) are welded, and faced wall light steel frame is formed
Frame, frame interior welds steel mesh (3), then in steel mesh two sides arranged crosswise concrete-filled steel tube truss rib (4), steel pipe is mixed
Solidifying soil truss rib (4) both ends are welded and fixed with faced wall light steel frame frame, so far, form faced wall steel skeleton；Formwork pours
R.C. wall board (5) forms a kind of assembling truss type light steel frame-steel mesh-Combined concrete wall after maintenance；When assembly,
Faced wall is attached with external structure by connecting bolt (7).
The assembling truss type light steel frame-steel mesh-Combined concrete wall, it is characterised in that:
The steel pipe concrete frame column (1) and steel pipe concrete frame beam (2) uses rectangular steel pipe, and thickness of steel pipe is not
Greater than 8mm, steel tube section side length is not less than 50mm, manages interior fill concrete.Concrete filled steel tube shear resistance capacity with higher,
Steel pipe concrete frame column (1) and steel pipe concrete frame beam (2) welding, form faced wall light steel frame frame, dramatically increase
The shearing strength of wallboard.
Bar diameter used in the steel mesh (3) is not less than 4mm, and bar spacing is not less than 50mm, and reinforcing bar is arranged vertically,
Fixed to form orthogonal reinforced mesh, steel mesh (3) monolithic in faced wall is laid with, while being poured in the middle part of concrete (5).Reinforcing bar
Net (3) can be used reinforcing bar and weld to form steel mesh by mash welder in factory, the control of welding procedure computer, and welding mesh is equal
Even, welding quality is good, and the mechanical property of welding front and back reinforcing bar is constant.
The concrete-filled steel tube truss rib (4) is formed using rectangular steel pipe fill concrete, and thickness of steel pipe is not more than
5mm, the wall concrete-filled steel tube truss rib (4) of punching sheet metal (3) two sides arranged crosswise together with wall light steel frame frame,
Constitute wallboard truss stress frame；When concrete (5) pours, concrete-filled steel tube truss rib (4) is partly or entirely cast in wallboard
It is interior.The setting of concrete-filled steel tube truss rib (4) increases the outer bearing capacity of wallboard bending resistance, shear resistance and plane, improves wallboard
Antidetonation is horizontal.
The concrete (5) pours thickness 40mm~100mm, and strength grade of concrete is C30~C60；Concrete (5)
For normal concrete, the regeneration concrete or high performance concrete of different regenerated coarse aggregate volumes.Regeneration concrete is Old building
After broken, cleaning, classification, obtained aggregate is prepared recycled concrete aggregate after dismounting, mixed using regeneration
Solidifying soil, realizes the recycling of discarded concrete and the treatment principle of minimizing, the work that can be played protection environment and economize on resources
With with significant social benefit, promotion national sustainable development.According to requirement of engineering, it can configure the performances such as cracking resistance, anticorrosive
High performance concrete.
The steel plate thickness that the connection board (6) uses is not less than 6mm, is machined in connection board and is correspondingly connected with bolt
(7) bolt hole in aperture.When connection board (6) and steel pipe concrete frame column (1) are welded, it can weld ribbed stiffener and reinforce connection.
The connection bolt (7) is not less than M16, and intensity is not less than 8.8 grades, when faced wall is installed, each connection board
(6) the connection bolt (7) on is no less than 4.
Compared with prior art, the assembling truss type light steel frame-steel mesh-Combined concrete wall tool of the utility model
There is following advantage:
(1) traditional assembled wall is mostly out-hung panel or big module filling wall, is only capable of the fender member as house, no
Stress can be participated in, therefore there are building structure overall stability poor, low bearing capacity, ductility are poor, shock resistance is weak, the brittleness that mostly occurs is broken
Bad problem, assembling truss type light steel frame-steel mesh-Combined concrete wall provided by the utility model, fills in the structure
Work as primary structure member, there is preferable bearing capacity and shock resistance, is suitble in the low tier building with requirements for fortification against earthquake, it is special
It is not to be widely popularized in the low multilayer agriculture room of villages and small towns, to promote the completion of new countryside construction developing goal.
(2) faced wall is selectively arranged in column net as antidetonation unit, and it is weak to be arranged in low tier building structure stress
Position, so that building structure lateral rigidity and shock resistance are increased, without influencing the building standard width of a room in an old-style house and layout.
(3) steel pipe concrete frame column, steel pipe concrete frame beam and concrete-filled steel tube truss rib together, the shape in wallboard
At concrete-filled steel tube truss stress system, damage of wall damage -form is changed, bearing capacity of wall body can be effectively improved and is prolonged
Property.
(4) steel pipe concrete frame beam column forms the design of wall light steel frame frame, improves wallboard globality, makes up
At concrete thin wall plate member bezel locations, easily occur in lifting, transport and work progress knock angle, fragmentation influence it is mixed
The problem of thin wallboard of solidifying soil uses, improves assembled wallboard quality.
(5) concrete filled steel tube and steel mesh form the design of wallboard steel skeleton, increase wallboard bending resistance, shear resistance and put down
Bearing capacity outside face improves wallboard anti-seismic performance, the utility model is generalized in rural housing structure, low more in face of what is had a large capacity and a wide range
Layer agriculture housing reform is made, and the anti-seismic performance in agriculture room can be quickly and effectively improved.
(6) R.C. wall board layer thinner thickness is conducive to transport and the assembly of construction site from heavy and light.Meanwhile steel pipe is mixed
Solidifying soil and R.C. wall board use environmentally protective regeneration concrete, may advantageously facilitate national sustainable development target.
(7) traditional seismic structural wall, earthquake resistant wall is mostly site concrete, and the faced wall of the utility model is prefabricated member, prefabrication, wall
Plate pouring quality is guaranteed, and building site is mounted directly, and effectively save resource reduces energy consumption, while greatly shortening and applying
Between working hour.Fabricated structure type can quickly and effectively improve the anti-seismic performance in house, to realization housing industrialization, city
Townization construction, which has, is greatly promoted effect.It is a kind of developmental achievement of new composite structure agriculture room technology, to promotion Traditional Agricultural
The improvement of room structure technology plays a significant role.
Detailed description of the invention:
Fig. 1 is assembling truss type light steel frame-steel mesh-Combined concrete wall partial schematic diagram；
Fig. 2 is assembling truss type light steel frame-steel mesh-Combined concrete wall steel skeleton schematic diagram；
Fig. 3 is assembling truss type light steel frame-steel mesh-Combined concrete wall assembly effect picture.
In figure: 1- steel pipe concrete frame column；2- steel pipe concrete frame beam；3- steel mesh；4- concrete-filled steel tube truss
Rib；5- concrete；6- connection board；7- connection bolt.
Specific embodiment:
Assembling truss type light steel frame-steel mesh-Combined concrete wall in invention illustrates this in conjunction with attached drawing 1~3
Utility model the production method is as follows:
Step 1: casting concrete and conserving in steel pipe, steel pipe concrete frame column, the concrete filled steel tube of wallboard are formed
Frame beam and wall concrete-filled steel tube truss rib；Processing is correspondingly connected with the bolt hole in bolt aperture on the connection board, then will
Connection board is respectively welded at each steel pipe concrete frame column capital and column bottom；By steel pipe concrete frame column, steel tube concrete
Tu Biankuangliang welding, forms faced wall light steel frame frame.
Step 2: welded steel fabric is mixed in steel mesh two sides arranged crosswise steel pipe in faced wall steel pipe concrete frame
Solidifying soil truss rib, rib both ends are weldingly fixed on faced wall light steel frame frame, so far, form faced wall steel skeleton.
Step 3: production wallboard formwork for placing, configures concrete, pour R.C. wall board, assembled purlin is formed after maintenance
Frame type light steel frame-steel mesh-Combined concrete wall.When faced wall assembles, installed with external structure by connecting bolt
Connection.
It is a typical case study on implementation of the utility model above, but the implementation of the utility model is without being limited thereto.This
The selection of cited each structure size and material can be chosen according to actual needs in utility model, no longer arrange one by one herein
It lifts.
Claims (7)
1. a kind of assembling truss type light steel frame-steel mesh-Combined concrete wall, it is characterised in that: including concrete filled steel tube
Frame columns (1), steel pipe concrete frame beam (2), steel mesh (3), concrete-filled steel tube truss rib (4), concrete (5), connecting pin
Plate (6) and connection bolt (7)；
It is respectively welded connection board (6) in the capital of steel pipe concrete frame column (1) and suspension column position, it is pre- in connection board (6)
Bolt hole processed；Steel pipe concrete frame column (1) and steel pipe concrete frame beam (2) are welded, and faced wall light steel frame frame is formed,
Frame interior welds steel mesh (3), then in steel mesh two sides arranged crosswise concrete-filled steel tube truss rib (4), concrete filled steel tube
Truss rib (4) both ends are welded and fixed with faced wall light steel frame frame, so far, form faced wall steel skeleton；Formwork pours wallboard
Concrete (5) forms a kind of assembling truss type light steel frame-steel mesh-Combined concrete wall after maintenance；When assembly, combination
Wall is attached with external structure by connecting bolt (7).
2. assembling truss type light steel frame-steel mesh-Combined concrete wall according to claim 1, it is characterised in that:
The steel pipe concrete frame column (1) and steel pipe concrete frame beam (2) uses rectangular steel pipe, and thickness of steel pipe is not more than 8mm,
Steel tube section side length is not less than 50mm, manages interior fill concrete.
3. assembling truss type light steel frame-steel mesh-Combined concrete wall according to claim 1, it is characterised in that:
Bar diameter used in the steel mesh (3) is not less than 4mm, and bar spacing is not less than 50mm, and reinforcing bar is arranged vertically, fixed to be formed
Orthogonal reinforced mesh；Steel mesh (3) monolithic in faced wall is laid with, while being poured in the middle part of concrete (5).
4. assembling truss type light steel frame-steel mesh-Combined concrete wall according to claim 1, it is characterised in that:
The concrete-filled steel tube truss rib (4) is formed using rectangular or rectangular steel pipe fill concrete, and thickness of steel pipe is not more than 5mm,
The wall concrete-filled steel tube truss rib (4) of steel mesh (3) two sides arranged crosswise constitutes wall together with wall steel pipe concrete frame
Plate girder stress frame；When concrete (5) pours, concrete-filled steel tube truss rib (4) is partly or entirely cast in wallboard.
5. assembling truss type light steel frame-steel mesh-Combined concrete wall according to claim 1, it is characterised in that:
The concrete (5) pours thickness 40mm~100mm, and strength grade of concrete is C30~C60.
6. assembling truss type light steel frame-steel mesh-Combined concrete wall according to claim 1, it is characterised in that:
The steel plate thickness that the connection board (6) uses is not less than 6mm, is machined in connection board and is correspondingly connected with bolt (7) aperture
Bolt hole.
7. assembling truss type light steel frame-steel mesh-Combined concrete wall according to claim 1, it is characterised in that:
The connection bolt (7) is not less than M16, and intensity is not less than 8.8 grades, company when faced wall is installed, on each connection board (6)
Connecting bolt (7) is no less than 4.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820367942.7U CN208633313U (en) | 2018-03-19 | 2018-03-19 | Assembling truss type light steel frame-steel mesh-Combined concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820367942.7U CN208633313U (en) | 2018-03-19 | 2018-03-19 | Assembling truss type light steel frame-steel mesh-Combined concrete wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208633313U true CN208633313U (en) | 2019-03-22 |
Family
ID=65730674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820367942.7U Expired - Fee Related CN208633313U (en) | 2018-03-19 | 2018-03-19 | Assembling truss type light steel frame-steel mesh-Combined concrete wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208633313U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301533A (en) * | 2018-03-19 | 2018-07-20 | 北京工业大学 | Assembling truss type light steel frame-bar-mat reinforcement-Combined concrete wall |
-
2018
- 2018-03-19 CN CN201820367942.7U patent/CN208633313U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301533A (en) * | 2018-03-19 | 2018-07-20 | 北京工业大学 | Assembling truss type light steel frame-bar-mat reinforcement-Combined concrete wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203049832U (en) | Assembling type shear wall structure | |
| CN106121086B (en) | A kind of practice of the connecting structure of concrete-filled steel square tubular column with otic placode and fabricated shear wall | |
| CN205242773U (en) | Adopt prefabricated assembled steel - concrete combination beam of cant chisei connection | |
| CN106869567A (en) | A kind of energy-dissipating type cold-formed thin-walled steel pipe concrete Lateral Resistant System | |
| CN205875394U (en) | Antidetonation concrete beam column that dry process is connected | |
| CN207017483U (en) | The full precast shear wall structural system of regenerative steel skeleton | |
| CN208137186U (en) | Assembling truss type light steel frame-punching sheet metal-Combined concrete wall | |
| CN202430876U (en) | Floor system with structure of steel and concrete precast slabs | |
| CN108547396A (en) | Assembling truss type light steel frame-bar-mat reinforcement-foamed concrete faced wall | |
| CN203640084U (en) | Superimposed slab shear wall with restorable function | |
| CN101435237A (en) | Novel hollow combined board | |
| CN208633313U (en) | Assembling truss type light steel frame-steel mesh-Combined concrete wall | |
| CN108277904A (en) | Assembled sash type light steel frame-bar-mat reinforcement-foamed concrete faced wall | |
| CN208267162U (en) | Assembled sash type light steel frame-steel mesh-foamed concrete faced wall | |
| CN208202225U (en) | Assembled sash type light steel frame-punching sheet metal-foamed concrete faced wall | |
| CN204491883U (en) | A kind of assembling energy consumption steel plate shear wall | |
| CN208088575U (en) | A kind of box compound shear wall of rectangle steel | |
| CN108277903A (en) | Assembling truss type light steel frame-punching sheet metal-Combined concrete wall | |
| CN215858257U (en) | Connecting structure of prefabricated bay window and floor slab | |
| CN108625507A (en) | Assembled sash type light steel frame-punching sheet metal-Combined concrete wall | |
| CN213539881U (en) | Steel core concrete column H type roof beam supports pi combination formula center pillar bottom node | |
| CN213539882U (en) | Middle node of steel pipe concrete column H-shaped steel beam support pi-shaped connecting side column | |
| CN108643390A (en) | Assembling truss type light steel frame-punching sheet metal-foamed concrete faced wall | |
| CN108277918B (en) | Assembled type toothed joint edge-punched steel sheet ribbed floor | |
| CN108316517A (en) | Assembled sash type light steel frame-punching sheet metal-foamed concrete faced wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190322 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |