CN101280580B - Load bearing screen plate and load bearing masonry composite building structure as well as construction method thereof - Google Patents
Load bearing screen plate and load bearing masonry composite building structure as well as construction method thereof Download PDFInfo
- Publication number
- CN101280580B CN101280580B CN200810054923XA CN200810054923A CN101280580B CN 101280580 B CN101280580 B CN 101280580B CN 200810054923X A CN200810054923X A CN 200810054923XA CN 200810054923 A CN200810054923 A CN 200810054923A CN 101280580 B CN101280580 B CN 101280580B
- Authority
- CN
- China
- Prior art keywords
- bearing
- load
- web plate
- reinforcing bar
- linked network
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 15
- 239000002131 composite material Substances 0.000 title claims description 20
- 238000009413 insulation Methods 0.000 claims abstract description 24
- 239000004567 concrete Substances 0.000 claims abstract description 19
- 230000002787 reinforcement Effects 0.000 claims abstract description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 37
- 239000011449 brick Substances 0.000 claims description 12
- 239000012530 fluid Substances 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 230000002146 bilateral effect Effects 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 5
- 239000011178 precast concrete Substances 0.000 claims description 5
- 230000003260 anti-sepsis Effects 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 4
- 238000004321 preservation Methods 0.000 abstract description 3
- 241001233242 Lontra Species 0.000 abstract 5
- 150000001875 compounds Chemical class 0.000 abstract 3
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000002401 inhibitory effect Effects 0.000 description 1
- 239000003562 lightweight material Substances 0.000 description 1
Images
Landscapes
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
The invention provides a compound construction structure of load-bearing otter board and a load-bearing marshalling, which is characterized in that the load-bearing otter board and the load-bearing marshalling are crossed to form a T shape; serrated racking and anchor setting reinforcement are preset at the crossed end of the load-bearing marshalling; the crossed port of the load-bearing marshalling and two sides of the load-bearing otter board or one side of that is poured with concrete. The load-bearing otter board is used as external load-bearing wall of the construction structure, and theload-bearing marshalling is used as internal load-bearing wall of the construction structure; the load-bearing otter board and the load-bearing marshalling are stressed coordinately, and an extra heat-preservation layer is saved after the major structure is finished. The compound construction structure provided by the invention improves the effect of building heat-preservation and insulation and the performance of anti earthquake, reduces engineering cost, particularly solves the problems that the existing masonry-concrete structure, frame structure, concrete shear wall structure can only bear stress while can not preserve and insulate heat. The compound construction structure of the invention is applicable to the residential housing of 6-8 layers with good load-bearing effect, high intensification degree, convenience on-site assembly and wide industrial popularization prospect.
Description
Technical field
The present invention relates to a kind of load-bearing web plate and bearing masonry composite building structure and job practices, belong to building structure and job practices technical field.
Background technology
At present the common fault of brick mix structure (referring to brick wall and concrete floor and concrete constructional column form of structure), frame construction (refer to the stressed lightweight material that adds of concrete frame fill the form of structure of safeguarding wall), concrete shear wall structure (referring to coagulation wall and stressed form of structure) is can only be stressed, can not thermal insulation, in order to adapt to the instructions for use of building energy conservation, thermal insulation, develop heat-preserving wall pre-manufactured product and job practices standard firmer, more reasonable structure, become requirements at the higher level the novel building structure.It is light to have a body by the bar frame cement filled board (CL wallboard) of my exploitation of application, insulation, be convenient to the characteristics of the prefabricated and site operation of batch production, development in recent years is very fast, applied for series of patents, be called " a kind of lightweight load-bearing sandwich web plate " as 93221854.3,01261101.8 name is called " the inclined to one side screen plate with sandwich of a kind of lightweight load-bearing ", 03263843.4 name is called " the 3 D cross-linked web plate of a kind of reinforced load-bearing ", 200620127934.2 name is called " a kind of connection steel bar stress composite shear wall skeleton ", the applicant lays particular emphasis on the technological improvement of load-carrying members to adapt to suitability for industrialized production in aforementioned series of patents file, construction hoisting and transportation.
Summary of the invention
The invention provides a kind of load-bearing web plate that is provided with insulation layer and bearing masonry composite concrete wallboard exterior wall, the combination construction form and the job practices that combine and bear vertical force, horizontal force and shear wall jointly with the masonry structure interior wall as the house.
Technical scheme of the present invention is achieved in that this load-bearing web plate and bearing masonry composite building structure, it is characterized in that: the load-bearing web plate becomes the T font to intersect with bearing masonry, bearing masonry intersects the port and stays horse tooth trough and keep somewhere dowel, the bilateral of load-bearing web plate or the one-sided and crossing port of bearing masonry fluid concrete.
Described load-bearing web plate and bearing masonry composite building structure, described load-bearing web plate is as the outer load bearing wall of building structure, and bearing masonry is as the internal loadbearing wall of building structure.
Described load-bearing web plate and bearing masonry composite building structure, described bearing net plated construction comprises the reinforcing bar cross-linked network that is provided with the insulation central layer, the insulation central layer is off-centre or center setting in the reinforcing bar cross-linked network, and the reinforcing bar cross-linked network is that 1～3 parallel reinforcing bar plain net constitutes with the oblique silk that intersects that is welded between the parallel steel mesh reinforcement.
Described load-bearing web plate and bearing masonry composite building structure, the thin side precast concrete face in described eccentric load-bearing web plate outside.
Described antisepsis heat preserving wall skeleton, the plug-in parallel reinforcing bar plain net of a slice that is provided with of described fixed connection bar reinforcing bar plain net is provided with between plain net and the reinforcing bar cross-linked network to connect and links up with.
Described antisepsis heat preserving wall skeleton, the oblique silk of described reinforcing bar cross-linked network is staggered on different inclined-planes.
Described load-bearing web plate and bearing masonry composite building structure, described bearing masonry comprises building block or lays bricks.
The job practices of described load-bearing web plate and bearing masonry composite building structure, take following steps to finish:
A, prefabricated load-bearing web plate: on reinforcing bar cross-linked network welding production line, finish the welding of reinforcing bar cross-linked network, transport the job site to;
B, build the load-bearing interior wall by laying bricks or stones: build house inner wall by laying bricks or stones with bearing masonry, staying horse tooth trough intersecting the port, and reserving dowel with exterior wall T word;
C, assembling load-bearing web plate: the dowel that the lifting of reinforcing bar cross-linked network is reserved interior wall to the job site is connected with the colligation of load-bearing web plate dowel, after the fixed in place template at load-bearing web plate bilateral and horse tooth trough place while fluid concrete.
The job practices of described load-bearing web plate and bearing masonry composite building structure, the one-sided precast concrete face of described load-bearing web plate, after transporting the job site to, the dowel that interior wall is reserved is connected with the colligation of load-bearing web plate dowel, behind the fixed in place inner formword at the load-bearing web plate one-sided and horse tooth trough place while fluid concrete.
The design feature of the technical solution used in the present invention is: need insulation to need the load-bearing heat insulating sandwich web plate complex coagulation cob wall of the exterior wall of load-bearing with structure and insulation layer one again, interior wall only needs load-bearing not need the wall brickwork that is incubated, both cooperative bearings.Do not need after agent structure is finished to do insulation layer more in addition, improved the heat insulation effect of house insulation, improved the anti-seismic performance in house, reduced construction costs.What especially solved present brick mix structure, frame construction, concrete shear wall structure can only be stressed, problem that can not thermal insulation.It is effective to use load-bearing in the housing construction of 6-8 layer, intensification production degree height, and assembled on site is convenient, has wide industry promotion prospect.
Description of drawings
Fig. 1 is load-bearing web plate and bearing masonry T font intersection figure
Fig. 2 is the vertical view of Fig. 1
Fig. 3 is a wall body structure plane figure schematic diagram
Among the figure:
1, intersects tiltedly silk 2, insulation central layer 3, concrete 4, planar steel wire screen
5, horse tooth trough 6, masonry 7,8, dowel 9, load-bearing web plate
The specific embodiment
Fig. 1, Fig. 2, shown in the form of structure that combines with bearing masonry of load-bearing web plate, comprise that 6 one-tenth T fonts of load-bearing web plate 9 and bearing masonry are set to intersect, bearing masonry intersects the port and stays horse tooth trough 5 and keep somewhere dowel 7,8, the bilateral of load-bearing web plate 9 or one-sided and bearing masonry 6 crossing port fluid concretes 3.Load-bearing web plate 9 is as the outer load bearing wall of building structure, and bearing masonry 6 is as the internal loadbearing wall of building structure, and bearing masonry comprises building block or lays bricks.
The load-bearing web plate selects applicant's series of patents in earlier stage to be provided with the reinforcing bar cross-linked network of insulation central layer, insulation central layer 2 is off-centre or center setting in the reinforcing bar cross-linked network, one side is as the main stress reinforcing bar of shear wall, opposite side is insulation layer fixedly, the reinforcing bar cross-linked network is 1～3 parallel reinforcing bar plain net 4 and tiltedly silk 1 formation that intersects that is welded between the parallel steel mesh reinforcement, tiltedly silk 7 is staggered on different inclined-planes, and tiltedly draw direction opposite, two layers of steel mesh reinforcement 4 are connected to become truss, have given prominence to the load-bearing effect of skeleton; Tiltedly silk 1 passes the insulation central layer and partly is coated with corrosion-inhibiting coating.
The elongation technology scheme that the present invention provides is: described fixed connection bar reinforcing bar plain net 4 can also plug-inly be provided with the parallel reinforcing bar plain net of a slice, is provided with between plain net and the reinforcing bar cross-linked network to connect hook.
The job practices of load-bearing web plate of the present invention and bearing masonry composite building structure takes following steps to finish:
A, prefabricated load-bearing web plate: on reinforcing bar cross-linked network welding production line, finish the welding of reinforcing bar cross-linked network, transport the job site to;
B, build the load-bearing interior wall by laying bricks or stones: build house inner wall by laying bricks or stones with bearing masonry, staying horse tooth trough 5 intersecting the port, and reserving dowel 8 with exterior wall;
C, assembling load-bearing web plate: the dowel that the lifting of reinforcing bar cross-linked network is reserved interior wall to the job site is connected with 7 colligations of load-bearing web plate dowel, after the fixed in place template at load-bearing web plate bilateral and horse tooth trough place while fluid concrete.
It is the one-sided precast concrete face of described load-bearing web plate that the job practices of load-bearing web plate of the present invention and bearing masonry composite building structure gives another technical scheme, after transporting the job site to, the dowel that interior wall is reserved is connected with 7 colligations of load-bearing web plate dowel, behind the fixed in place inner formword at the load-bearing web plate one-sided and horse tooth trough place while fluid concrete.
A kind of technical scheme of preservation building structure design feature of the present invention shown in Figure 3: load-bearing web plate 9 is as the outer load bearing wall of building structure, and bearing masonry 6 is as the internal loadbearing wall of building structure.Promptly need to be incubated and to need the exterior wall usefulness structure of load-bearing and the load-bearing heat insulating sandwich web plate complex coagulation cob wall of insulation layer one, interior wall only needs load-bearing not need the wall brickwork that is incubated, and both cooperative bearings do not need to do in addition insulation layer again after agent structure is finished.
Foregoing description is only as load-bearing web plate and bearing masonry composite building structure and the enforceable several technical schemes propositions of job practices, as the single restrictive condition to its structure itself.
Claims (7)
1. load-bearing web plate and bearing masonry composite building structure, it is characterized in that: load-bearing web plate (9) becomes the T font to intersect with bearing masonry (6), bearing masonry intersects the port and stays horse tooth trough (5) and keep somewhere dowel (7,8), the bilateral of load-bearing web plate (9) or the one-sided and crossing port fluid concrete (3) of bearing masonry (6); Described load-bearing web plate (9) is as the outer load bearing wall of building structure, and bearing masonry (6) is as the internal loadbearing wall of building structure; Described bearing net plated construction comprises the reinforcing bar cross-linked network that is provided with insulation central layer (2), the insulation central layer is off-centre or center setting in the reinforcing bar cross-linked network, and the reinforcing bar cross-linked network is that 1～3 parallel reinforcing bar plain net (4) constitutes with the oblique silk (1) that intersects that is welded between the parallel steel mesh reinforcement.
2. load-bearing web plate according to claim 1 and bearing masonry composite building structure is characterized in that: the thin side precast concrete face in described eccentric load-bearing web plate outside.
3. antisepsis heat preserving wall skeleton according to claim 1 is characterized in that: the plug-in parallel reinforcing bar plain net of a slice that is provided with of described fixed connection bar reinforcing bar plain net (4) is provided with between plain net and the reinforcing bar cross-linked network to connect and links up with.
4. antisepsis heat preserving wall skeleton according to claim 1 is characterized in that: the oblique silk (1) of described reinforcing bar cross-linked network is staggered on different inclined-planes.
5. load-bearing web plate according to claim 1 and bearing masonry composite building structure is characterized in that: described bearing masonry comprises building block or lays bricks.
6. the job practices of load-bearing web plate according to claim 1 and bearing masonry composite building structure is characterized in that taking following steps to finish:
A, prefabricated load-bearing web plate: on reinforcing bar cross-linked network welding production line, finish the welding of reinforcing bar cross-linked network, transport the job site to; Described bearing net plated construction comprises the reinforcing bar cross-linked network that is provided with insulation central layer (2), the insulation central layer is off-centre or center setting in the reinforcing bar cross-linked network, and the reinforcing bar cross-linked network is that 1～3 parallel reinforcing bar plain net (4) constitutes with the oblique silk (1) that intersects that is welded between the parallel steel mesh reinforcement;
B, build the load-bearing interior wall by laying bricks or stones: build house inner wall by laying bricks or stones with bearing masonry, staying horse tooth trough (5) intersecting the port, and reserving dowel (8) with exterior wall;
C, assembling load-bearing web plate: the dowel that the lifting of reinforcing bar cross-linked network is reserved interior wall to the job site is connected with load-bearing web plate dowel (7) colligation, after the fixed in place template at load-bearing web plate bilateral and horse tooth trough place while fluid concrete.
7. the job practices of load-bearing web plate according to claim 6 and bearing masonry composite building structure, it is characterized in that: the one-sided precast concrete face of described load-bearing web plate, after transporting the job site to, the dowel that interior wall is reserved is connected with load-bearing web plate dowel (7) colligation, behind the fixed in place inner formword at the load-bearing web plate one-sided and horse tooth trough place while fluid concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810054923XA CN101280580B (en) | 2008-05-06 | 2008-05-06 | Load bearing screen plate and load bearing masonry composite building structure as well as construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810054923XA CN101280580B (en) | 2008-05-06 | 2008-05-06 | Load bearing screen plate and load bearing masonry composite building structure as well as construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101280580A CN101280580A (en) | 2008-10-08 |
| CN101280580B true CN101280580B (en) | 2011-08-17 |
Family
ID=40013235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200810054923XA Expired - Fee Related CN101280580B (en) | 2008-05-06 | 2008-05-06 | Load bearing screen plate and load bearing masonry composite building structure as well as construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101280580B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507462B (en) * | 2015-11-27 | 2018-08-14 | 中国建筑第七工程局有限公司 | Have both the combined wall and its construction method of load-bearing and heat insulation function |
| CN106978877B (en) * | 2017-05-12 | 2022-11-11 | 保定市冀创建筑工程有限公司 | Steel wire mesh frame composite sandwich wallboard with three layers of heat insulation boards arranged inside and construction method of steel wire mesh frame composite sandwich wallboard |
| CN107237424A (en) * | 2017-07-26 | 2017-10-10 | 天津三建建筑工程有限公司 | A kind of agent structure and the drawknot construction method of filling wall |
| CN111485642B (en) * | 2020-04-21 | 2021-08-06 | 西安建筑科技大学 | Composite fireproof heat-insulating wall |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2480436Y (en) * | 2001-05-25 | 2002-03-06 | 上海力安建筑技术有限公司 | Box type assembling steel frame |
| CN1958984A (en) * | 2005-12-01 | 2007-05-09 | 清华大学建筑设计研究院 | Concrete complex building of steel meshwork framework, and construction procedure |
-
2008
- 2008-05-06 CN CN200810054923XA patent/CN101280580B/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2480436Y (en) * | 2001-05-25 | 2002-03-06 | 上海力安建筑技术有限公司 | Box type assembling steel frame |
| CN1958984A (en) * | 2005-12-01 | 2007-05-09 | 清华大学建筑设计研究院 | Concrete complex building of steel meshwork framework, and construction procedure |
Non-Patent Citations (1)
| Title |
|---|
| DE 4415181 ,Whole. |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101280580A (en) | 2008-10-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100416010C (en) | Joint construction method of prefabricated composite bearing wall structure | |
| CN201459953U (en) | Thermal-insulation combined shear wall with double-layer steel plates | |
| CN109372186B (en) | Assembly frame system with steel pipe concrete divides special-shaped post of limb combination and damping wall | |
| CN106968362B (en) | Steel wire net rack composite heat-insulating sandwich wallboard node and construction method thereof | |
| CN103953147A (en) | Two-way sandwich panel for split mounting type reinforcing bar girder | |
| CN101280580B (en) | Load bearing screen plate and load bearing masonry composite building structure as well as construction method thereof | |
| CN200964641Y (en) | Combined stress reinforcing steel bar composite shear wall frame | |
| CN113833190A (en) | Full prefabricated floor slab, connection node structure thereof and assembled building structure | |
| CN207314664U (en) | A kind of assembling prefabricated reinforced concrete column and assembled combination frame building system | |
| CN212336419U (en) | Assembled composite wall based on steel pipe | |
| CN205776898U (en) | Overall assembled reinforced concrete shear wall structure system | |
| CN201158876Y (en) | Corrosion protection heat preserving wall backbone | |
| CN204919963U (en) | Wall piece with strengthen connection structure | |
| CN114108806A (en) | Prefabricated assembled steel pipe UHPC composite hollow column-steel beam combined frame | |
| CN114075855A (en) | Large-span bidirectional prestressed concrete multi-ribbed sandwich composite floor slab | |
| CN209779873U (en) | assembly type building structure taking round steel pipe-like constrained combined structure as core | |
| CN112627436A (en) | Truss type steel reinforced concrete Z-shaped column partially prefabricated and assembled | |
| CN111749366A (en) | Steel pipe-based fabricated composite wall and construction method thereof | |
| CN208152308U (en) | A kind of constraint compound wall structure for building | |
| CN102094481B (en) | Assembled monolithic concrete ribbed hollow floor slab | |
| CN211229117U (en) | Assembled composite floor and node structure | |
| CN205077713U (en) | Compound light self preservation temperature wallboard of truss | |
| CN219622069U (en) | Assembled light steel strip hollow steel bar truss concrete strip superposed two-way floor slab | |
| CN214220274U (en) | Partially prefabricated truss type steel reinforced concrete Z-shaped column | |
| CN220978094U (en) | Construction elevator foundation free of support by utilizing existing structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110817 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |