CN107119827A - A kind of frame joint assembled wall body construction - Google Patents
A kind of frame joint assembled wall body construction Download PDFInfo
- Publication number
- CN107119827A CN107119827A CN201710554400.0A CN201710554400A CN107119827A CN 107119827 A CN107119827 A CN 107119827A CN 201710554400 A CN201710554400 A CN 201710554400A CN 107119827 A CN107119827 A CN 107119827A
- Authority
- CN
- China
- Prior art keywords
- frame
- wall body
- body construction
- type steel
- assembled wall
- 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.)
- Pending
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- 238000010276 construction Methods 0.000 title claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 12
- 239000010410 layer Substances 0.000 claims description 16
- 238000009413 insulation Methods 0.000 claims description 14
- 239000004568 cement Substances 0.000 claims description 11
- 210000003195 fascia Anatomy 0.000 claims description 10
- 239000002344 surface layer Substances 0.000 claims description 7
- 238000009415 formwork Methods 0.000 claims description 4
- 238000005266 casting Methods 0.000 abstract description 6
- 230000015572 biosynthetic process Effects 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000004321 preservation Methods 0.000 description 10
- 238000010586 diagram Methods 0.000 description 6
- 239000000203 mixture Substances 0.000 description 3
- 208000002925 dental caries Diseases 0.000 description 2
- 239000011241 protective layer Substances 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Building Environments (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention is to provide a kind of frame joint assembled wall body construction.Including panel frame and column frame, the column frame includes edge column framework and central post framework, and the panel frame is made up of C-type steel and connection reinforcing bar, and through hole is provided with the C-type steel, the column frame is made up of rectangular steel tube, and through hole is provided with four side walls of rectangular steel tube.The panel frame of the present invention is based on C-type steel, column frame is based on rectangular steel tube, some through holes are provided with four side walls of C-type steel and rectangular steel tube, make to be assembled into after wall frame, each concreting cavity is mutually communicated by the through hole, after casting concrete, mutually it is connected between concrete bearing part among each several part, and concrete and C-type steel and rectangular steel tube and is connected reinforcing bar, load-bearing reinforcing bar formation good combination.Therefore the present invention is more beneficial for the overall performance of structural reform wall.
Description
Technical field
The present invention relates to a kind of construction material, specifically a kind of building masonry wall component.
Background technology
EPS heat preservation modules have been widely used as the insulation material of building masonry wall.Current EPS heat preservation modules are wall constructed to be protected
The mode of warm layer has:(1)First wall constructed supporting course, then EPS heat preservation modules are pasted onto on supporting course constitute heat-insulation layer, then
Protective layer is laid outside EPS heat preservation module heat-insulation layers;(2)With EPS heat preservation modules connection composition heat-insulation layer, set in the side of heat-insulation layer
Template formation cavity is put, then carrying out concreting in the cavities makes EPS heat preservation modules form one with concrete, finally again
Protective layer is laid outside EPS heat preservation module heat-insulation layers;(3)With EPS heat preservation modules connection composition heat-insulation layer, in the both sides of heat-insulation layer
Setting template two cavitys of formation, then carry out concreting in two cavitys respectively makes EPS heat preservation modules and concrete shape
Integrally, sandwich heat preserving wall body.The defect of these modes is:The splicings of EPS heat preservation modules, the installation of masterplate, concrete are poured
Build, even construction of overcoat etc. will be carried out in construction site, its site operation amount is big, cause the integral constructing speed of building
Degree reduction, long construction period.
Applicant of the present invention is also it has been suggested that some integrated levels of mistake are high, be easy to the heat-preserving wall component of factorial praluction
Patent application.But also there is assembling and not enough facilitate in these technical schemes, concrete and the knot of other parts after casting concrete
It is right the problems such as have much room for improvement.
The content of the invention
It is an object of the invention to provide a kind of frame joint assembled wall easy to assembly, being firmly combined with concrete
Component.
The object of the present invention is achieved like this:
Including panel frame and column frame, the column frame includes edge column framework and central post framework, the panel frame
Frame is made up of C-type steel and connection reinforcing bar, through hole is provided with the C-type steel, the column frame is made up of rectangular steel tube, square bar
Through hole is provided with four side walls of pipe.
The present invention can also include:
1st, in panel frame and the lateral surface fixed outer wall plate of central post framework, fix outer in two lateral surfaces of edge column framework
Wallboard.
2nd, interior wall is fixed at disjoint medial surface after the assembling of panel frame, central post framework and edge column framework
Plate, the lining is non-dismantling formwork.
3rd, the Side fascia is from inside to outside as EPS modules heat-insulation layer, cement plate overcoat and exterior trim surface layer, EPS moulds
Block heat-insulation layer and cement plate overcoat are bolted on C-type steel or rectangular steel tube, and exterior trim surface layer pastes either screw
It is fixed on outside cement plate overcoat.
4th, the openend of the C-type steel carries inside flanging.
5th, load-bearing reinforcing bar is disposed with rectangular steel tube.
6th, there is one section of breach equal with the height of load bearing cross beam the upper end of C-type steel.
The present invention panel frame based on C-type steel, column frame based on rectangular steel tube, C-type steel and square bar
Some through holes are provided with four side walls of pipe, make to be assembled into after wall frame, each concreting cavity passes through described logical
Hole is mutually communicated, after casting concrete 10, is mutually connected between the concrete bearing part among each several part, and coagulation
Soil and C-type steel and rectangular steel tube and it is connected reinforcing bar, load-bearing reinforcing bar and can forms good combination.Therefore the present invention is more beneficial for body
Change the overall performance of wall.
Side fascia and lining can be incorporated directly on panel frame and column frame by the present invention, C-type steel and square
Steel pipe is located between Side fascia and lining, forms concreting chamber.Side fascia is protected by EPS modules heat-insulation layer, cement plate
Layer and exterior trim surface layer composition, lining are made up of non-dismantling formwork or cement plate.By most of process of building wall body construction by
Batch production is completed, and scene only needs to casting concrete and constitutes supporting course, you can the energy-saving heat-insulating wall required for being formed.Not only may be used
So that the construction speed of building is accelerated, construction period shortens, and also advantageously improves the quality of wall, cost is reduced.
Brief description of the drawings
Fig. 1 is the general structure schematic diagram of the present invention;
Fig. 2 is faceplate skeleton structure schematic diagram;
Fig. 3 is the structural representation of C-type steel;
Fig. 4 is the combination diagram of panel frame and Side fascia;
Fig. 5 is the combination diagram of edge column framework and Side fascia;
Fig. 6 is the combination diagram of central post framework and Side fascia;
Fig. 7 is Fig. 4-Fig. 6 combination diagram;
Fig. 8 is the transverse sectional view of the wall body structure after casting concrete;
Fig. 9 is the transverse sectional view of the wall body structure after casting concrete.
Embodiment
Illustrate below in conjunction with the accompanying drawings for a more detailed description to the present invention.
The first embodiment of the frame joint assembled wall body construction of the present invention includes panel frame part 2, Bian Li
Post frame part 1 and central post frame part 3.Panel frame is made up of C-type steel 2-1 and connection reinforcing bar 2-2, is provided with C-type steel
Through hole 2-1-1, the openend of the C-type steel carries inside flanging 2-1-2 and 2-1-3.Edge column framework is by rectangular steel tube 1-1
Constitute, through hole is provided with rectangular steel tube 1-1 four side walls.Central post framework is made up of rectangular steel tube 3-1, rectangular steel tube 3-
Through hole is also provided with 1 four side walls.
In panel frame and the lateral surface fixed outer wall plate 4 of central post framework, consolidate in two lateral surfaces of edge column framework
Determine Side fascia 4.Side fascia from inside to outside as EPS module heat-insulation layers 4-1, cement plate overcoat 4-2 and exterior trim surface layer 4-3,
EPS modules heat-insulation layer and cement plate overcoat are fixed in C-type steel or rectangular steel tube by bolt 4-4, exterior trim surface layer paste or
Person is that screw is fixed on outside cement plate overcoat.Panel frame can also reserve window, and window 11 is directly installed at window.
Second of embodiment of the present invention is on the basis of the first embodiment, in panel frame, central post frame
Lining 5, lining selection non-dismantling formwork are fixed after the assembling of frame and edge column framework at disjoint medial surface.Panel frame
Corresponding lining is fixed in C-type steel by screw 6;The corresponding lining of central post framework is fixed on by screw 8
On rectangular steel tube;The corresponding lining of edge column framework is fixed on rectangular steel tube by screw 7.
The third embodiment of the present invention is the cloth in rectangular steel tube on the basis of one of above two embodiment
It is equipped with load-bearing reinforcing bar 1-2 and 3-2.
The 4th kind of embodiment of the present invention is on the basis of one of above-mentioned three kinds of embodiments, by the upper end of C-type steel
Design one section of breach equal with the height of load bearing cross beam 9.
Claims (10)
1. a kind of frame joint assembled wall body construction, including panel frame and column frame, the column frame are vertical including side
Post framework and central post framework, it is characterized in that:The panel frame is made up of C-type steel and connection reinforcing bar, is provided with the C-type steel
Through hole, the column frame is made up of rectangular steel tube, and through hole is provided with four side walls of rectangular steel tube.
2. frame joint assembled wall body construction according to claim 1, it is characterized in that:In panel frame and central post frame
The lateral surface fixed outer wall plate of frame, in two lateral surface fixed outer wall plates of edge column framework.
3. frame joint assembled wall body construction according to claim 2, it is characterized in that:In panel frame, central post frame
Lining is fixed after the assembling of frame and edge column framework at disjoint medial surface, the lining is non-dismantling formwork.
4. frame joint assembled wall body construction according to claim 3, it is characterized in that:The Side fascia from inside to outside with
This is EPS modules heat-insulation layer, cement plate overcoat and exterior trim surface layer, and EPS modules heat-insulation layer and cement plate overcoat pass through bolt
It is fixed on C-type steel or rectangular steel tube, exterior trim surface layer is pasted either screw and is fixed on outside cement plate overcoat.
5. the frame joint assembled wall body construction according to claim 1-4 any one, it is characterized in that:The C-type steel
Openend carry inside flanging.
6. the frame joint assembled wall body construction according to claim 1-4 any one, it is characterized in that:In rectangular steel tube
It is disposed with load-bearing reinforcing bar.
7. frame joint assembled wall body construction according to claim 5, it is characterized in that:Load-bearing is disposed with rectangular steel tube
Reinforcing bar.
8. the frame joint assembled wall body construction according to claim 1-4 any one, it is characterized in that:C-type steel it is upper
There is one section of breach equal with the height of load bearing cross beam at end.
9. frame joint assembled wall body construction according to claim 5, it is characterized in that:The upper end of C-type steel have one section with
The equal breach of the height of load bearing cross beam.
10. frame joint assembled wall body construction according to claim 6, it is characterized in that:The upper end of C-type steel have one section with
The equal breach of the height of load bearing cross beam.
Priority Applications (1)
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CN201710554400.0A CN107119827A (en) | 2017-07-10 | 2017-07-10 | A kind of frame joint assembled wall body construction |
Applications Claiming Priority (1)
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CN201710554400.0A CN107119827A (en) | 2017-07-10 | 2017-07-10 | A kind of frame joint assembled wall body construction |
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CN107119827A true CN107119827A (en) | 2017-09-01 |
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CN201710554400.0A Pending CN107119827A (en) | 2017-07-10 | 2017-07-10 | A kind of frame joint assembled wall body construction |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107379224A (en) * | 2017-07-28 | 2017-11-24 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of Combined type reinforced truss concrete structure heat-preserving wall component |
CN107587628A (en) * | 2017-09-23 | 2018-01-16 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
CN108571169A (en) * | 2018-06-15 | 2018-09-25 | 河南绿建建筑科技有限公司 | Prefabrication steel concrete overlapped shear wall assembled architecture construction method |
CN108643404A (en) * | 2018-08-13 | 2018-10-12 | 中清大装配式建筑有限公司 | Assembled splices the frivolous template of partition wall |
CN108952143A (en) * | 2018-08-13 | 2018-12-07 | 中清大装配式建筑有限公司 | Splice energy saving template and its construction method |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20030032214A (en) * | 2001-10-16 | 2003-04-26 | (주)청진건설산업 | The filling method and construction of insulating material of steel-concrete construction used lightweight aerated concrete. |
WO2010013858A1 (en) * | 2008-07-30 | 2010-02-04 | Korea Hydro & Nuclear Power Co., Ltd | Steel plate structure and steel plate concrete wall |
CN202440829U (en) * | 2012-03-12 | 2012-09-19 | 中天建设集团有限公司 | Concrete-filled basic lattice column of tower crane |
CN103615072A (en) * | 2013-11-25 | 2014-03-05 | 广西大学 | Steel-encased concrete steel column with built-in spiral stirrup |
CN103952971A (en) * | 2014-05-22 | 2014-07-30 | 浙江金筑交通建设有限公司 | Reinforced concrete structure hollow thin wall pier type steel frame column and construction method thereof |
CN105804242A (en) * | 2016-05-13 | 2016-07-27 | 上海建工二建集团有限公司 | Latticed column facilitating piercing of reinforcement bar at reversely constructed column-beam joint |
CN206233401U (en) * | 2016-11-25 | 2017-06-09 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembled cast-in-place concrete frame insulating wall body construction |
CN206916998U (en) * | 2017-07-10 | 2018-01-23 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of frame joint assembled wall body construction |
-
2017
- 2017-07-10 CN CN201710554400.0A patent/CN107119827A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20030032214A (en) * | 2001-10-16 | 2003-04-26 | (주)청진건설산업 | The filling method and construction of insulating material of steel-concrete construction used lightweight aerated concrete. |
WO2010013858A1 (en) * | 2008-07-30 | 2010-02-04 | Korea Hydro & Nuclear Power Co., Ltd | Steel plate structure and steel plate concrete wall |
CN202440829U (en) * | 2012-03-12 | 2012-09-19 | 中天建设集团有限公司 | Concrete-filled basic lattice column of tower crane |
CN103615072A (en) * | 2013-11-25 | 2014-03-05 | 广西大学 | Steel-encased concrete steel column with built-in spiral stirrup |
CN103952971A (en) * | 2014-05-22 | 2014-07-30 | 浙江金筑交通建设有限公司 | Reinforced concrete structure hollow thin wall pier type steel frame column and construction method thereof |
CN105804242A (en) * | 2016-05-13 | 2016-07-27 | 上海建工二建集团有限公司 | Latticed column facilitating piercing of reinforcement bar at reversely constructed column-beam joint |
CN206233401U (en) * | 2016-11-25 | 2017-06-09 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembled cast-in-place concrete frame insulating wall body construction |
CN206916998U (en) * | 2017-07-10 | 2018-01-23 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of frame joint assembled wall body construction |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107379224A (en) * | 2017-07-28 | 2017-11-24 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of Combined type reinforced truss concrete structure heat-preserving wall component |
CN107587628A (en) * | 2017-09-23 | 2018-01-16 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
CN107587628B (en) * | 2017-09-23 | 2019-07-05 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
CN108571169A (en) * | 2018-06-15 | 2018-09-25 | 河南绿建建筑科技有限公司 | Prefabrication steel concrete overlapped shear wall assembled architecture construction method |
CN108571169B (en) * | 2018-06-15 | 2021-05-28 | 河南绿建建筑科技有限公司 | Construction method for factory prefabricated steel concrete superposed shear wall assembly type building |
CN108643404A (en) * | 2018-08-13 | 2018-10-12 | 中清大装配式建筑有限公司 | Assembled splices the frivolous template of partition wall |
CN108952143A (en) * | 2018-08-13 | 2018-12-07 | 中清大装配式建筑有限公司 | Splice energy saving template and its construction method |
WO2020034315A1 (en) * | 2018-08-13 | 2020-02-20 | 中清大装配式建筑有限公司 | Prefabricated spliced partition wall light and thin formwork |
WO2020034313A1 (en) * | 2018-08-13 | 2020-02-20 | 中清大装配式建筑有限公司 | Spliced energy-saving formwork and construction method therefor |
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Application publication date: 20170901 |
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