CN110029836A - A kind of concrete structure reinforcing bars template integrative installation technology dwelling house system - Google Patents
A kind of concrete structure reinforcing bars template integrative installation technology dwelling house system Download PDFInfo
- Publication number
- CN110029836A CN110029836A CN201910387668.9A CN201910387668A CN110029836A CN 110029836 A CN110029836 A CN 110029836A CN 201910387668 A CN201910387668 A CN 201910387668A CN 110029836 A CN110029836 A CN 110029836A
- Authority
- CN
- China
- Prior art keywords
- steel bar
- component
- bar template
- integration
- aileron
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 24
- 238000009434 installation Methods 0.000 title claims abstract description 15
- 238000005516 engineering process Methods 0.000 title claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 105
- 239000010959 steel Substances 0.000 claims abstract description 105
- 230000010354 integration Effects 0.000 claims abstract description 79
- 230000002787 reinforcement Effects 0.000 claims description 22
- 238000009416 shuttering Methods 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 13
- 238000000034 method Methods 0.000 abstract description 9
- 238000010923 batch production Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000012545 processing Methods 0.000 abstract description 2
- 230000008901 benefit Effects 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 4
- 238000005345 coagulation Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000013461 design Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000010008 shearing Methods 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of concrete structure reinforcing bars template integrative installation technology dwelling house systems, including steel bar template integration corner wall member, steel bar template integration aileron component, steel bar template integration stalk component, superimposed sheet.In same floor, steel bar template integration corner wall member, steel bar template integration aileron component, steel bar template integration stalk component are connected to form housing plan layout;Superimposed sheet is located at steel bar template integration corner wall member, steel bar template integration aileron component, steel bar template integration stalk component top.The positions such as corner wall, aileron of shear wall structure realize batch production production in the system, avoid and carry out live reinforcing bar binding and template construction in region of interest, reduce process intersection, improve construction efficiency;Each component simple structure, processing easy to produce.
Description
Technical field
The present invention relates to a kind of dwelling house system, specially a kind of concrete structure reinforcing bars template integrative installation technology residential body
System, belongs to architectural engineering applied technical field.
Background technique
Cast-in-place concrete structure overall performance is good, excellent earthquake resistance.But it needs to complete a large amount of steel at the construction field (site)
The processes such as muscle processing, binding and template installation.The presence of these processes restricts construction speed, while also increasing cost.Therefore,
Assembled architecture was quickly grown in recent years.
The assembled monoblock type shear wall structure that China's house mainly uses at present.Although this system is to a certain extent
Reduce site workload, but prefabricated and cast-in-place develop simultaneously increases process (a large amount of shear wall edge member uses cast in place process
Construct), Practical Project progress does not have advantage, or even slower than full cast-in-place structural speed of application.In addition, grout sleeve connection etc.
Quality control on construction difficulty is big, structure security presence greater risk.Therefore, development structure overall performance is excellent and can reduce existing
Field workload, the dwelling house system accelerated construction progress have important engineering significance.
Summary of the invention
The object of the invention is that providing a kind of concrete structure reinforcing bars template integration to solve the above-mentioned problems
Dwelling house system is installed.
The present invention is achieved through the following technical solutions above-mentioned purpose, a kind of concrete structure reinforcing bars template integrative installation technology
Dwelling house system, including the integration of steel bar template integration corner wall member, steel bar template integration aileron component, steel bar template are straight
Wall member and superimposed sheet, steel bar template integration corner wall member, steel bar template integration aileron component, steel bar template integration
Stalk component is connected to form housing plan layout;The superimposed sheet is located at steel bar template integration corner wall member, steel bar template
The top of integrated aileron component, steel bar template integration stalk component;The steel bar template integration corner wall member, reinforcing bar
After template integration aileron component, the inside of steel bar template integration stalk component and superimposed sheet top casting concrete, shape
At shear wall structure;
The steel bar template integration corner wall member is L-shaped in the plane, and the steel bar template integration corner
Wall member is made of corner wall form, corner wall framework of steel reinforcement;The steel bar template integration aileron component is in " T " in the plane
Type, and the steel bar template integration aileron component is made of aileron template, aileron framework of steel reinforcement;The steel bar template integration
Stalk component is in line-styled in the plane, and the steel bar template integration stalk component is by stalk shuttering, stalk reinforcing bar
Frame composition.
Preferably, the steel bar template integration corner wall member of upper and lower floor, steel bar template integration aileron component, reinforcing bar
Reinforcing bar connection type in template integration stalk component is using overlap joint connection.
Preferably, the outside of the corner wall framework of steel reinforcement is arranged in the corner wall form.
Preferably, the aileron template-setup is in the outside of the aileron framework of steel reinforcement.
Preferably, the outside of the stalk framework of steel reinforcement is arranged in the stalk shuttering.
The beneficial effects of the present invention are:
1, the positions such as corner wall, aileron of shear wall structure realize batch production production in the system, avoid in correlation
Position carries out live reinforcing bar binding and template construction, reduces process intersection, improves construction efficiency;
2, each component simple structure, it is easy to produce to be machined with good economic benefit and social benefit, it is suitble to promote the use of.
Detailed description of the invention
Fig. 1 is the plane signal of concrete structure reinforcing bars template integrative installation technology dwelling house system described in the embodiment of the present invention
Figure;
Fig. 2 is sectional view along A-A shown in FIG. 1;
Fig. 3 is the floor map of steel bar template integration corner wall member shown in FIG. 1;
Fig. 4 is the floor map of steel bar template integration aileron component shown in FIG. 1;
Fig. 5 is the floor map of steel bar template integration stalk component shown in FIG. 1.
In figure: 1, steel bar template integration corner wall member;1.1, corner wall form;1.2, corner wall framework of steel reinforcement;2,
Steel bar template integration aileron component;2.1, aileron template;2.2, aileron framework of steel reinforcement;3, steel bar template integration stalk structure
Part;3.1, stalk shuttering;3.2, stalk framework of steel reinforcement.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
It please refers to shown in Fig. 1-5, a kind of concrete structure reinforcing bars template integrative installation technology dwelling house system, including steel bar template
Integrated corner wall member 1, steel bar template integration aileron component 2, steel bar template integration stalk component 3 and superimposed sheet 4, steel
Muscle template integration corner wall member 1, steel bar template integration aileron component 2, steel bar template integration stalk component 3 are connected shape
It is laid out at housing plan;The superimposed sheet 4 is located at steel bar template integration corner wall member 1, steel bar template integration aileron structure
The top of part 2, steel bar template integration stalk component 3;The steel bar template integration corner wall member 1, steel bar template one
After the 4 top casting concrete of inside and superimposed sheet for changing aileron component 2, steel bar template integration stalk component 3, shearing is formed
Wall construction;The steel bar template integration corner wall member 1 is L-shaped in the plane, and the steel bar template integration corner
Wall member 1 is made of corner wall form 1.1, corner wall framework of steel reinforcement 1.2;The steel bar template integration aileron component 2 is flat
It is in T-shape on face, and the steel bar template integration aileron component 2 is made of aileron template 2.1, aileron framework of steel reinforcement 2.2;Institute
Steel bar template integration stalk component 3 is stated in the plane in line-styled, and the steel bar template integration stalk component 3 is by straight
Wall form 3.1, stalk framework of steel reinforcement 3.2 form.
In the specific embodiment of the invention, the steel bar template integration corner wall member 1 of upper and lower floor, steel bar template one
Reinforcing bar connection type in change aileron component 2, steel bar template integration stalk component 3 is using overlap joint connection.
In the specific embodiment of the invention, the outer of the corner wall framework of steel reinforcement 1.2 is arranged in the corner wall form 1.1
Portion.
In the specific embodiment of the invention, the outside of the aileron framework of steel reinforcement 2.2 is arranged in the aileron template 2.1.
In the specific embodiment of the invention, the outside of the stalk framework of steel reinforcement 3.2 is arranged in the stalk shuttering 3.1.
In the use of the present invention, surrounding a face of corner wall with side mode in die station according to corner wall size first.?
Inorganic coagulation material is poured in the region.Before inorganic coagulation material initial set, the corner wall framework of steel reinforcement 1.2 that will process
Corresponding position is lain in, and is embedded to the connector end on framework of steel reinforcement in inorganic coagulation material.It is strong to inorganic coagulation material
After degree reaches requirement, aforesaid operations are repeated, until other template faces for completing corner wall are poured, to form steel bar template one
Change corner wall member 1.Using similar approach produces steel bar template integration aileron component 2, steel bar template integration stalk component
3。
It, can be with steel bar template integration corner wall member 1, steel bar template integration aileron component 2 or reinforcing bar mould when installation
Plate integration stalk component 3 is lifted respectively to design position, can also by adjacent members are pre-splicing be fitted together after lift in groups to
Design position.Then steel bar template integrated component is fixed with bearing diagonal.In all steel bar template integration structures of the floor
After the completion of part lifting, interim vertical supporting is set up, superimposed sheet 4 is installed.It is finally inside steel bar template integrated component and folded
4 top casting concrete of plywood forms shear wall structure.In the same way, until completing the construction of other floors of house.
Wall does not need assembling reinforcement at the construction field (site) and template installation in the present invention, reduces on-site construction processes, mentions
High construction efficiency.It, can be with reference to use for the wall in other structures system.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (5)
1. a kind of concrete structure reinforcing bars template integrative installation technology dwelling house system, including steel bar template integration corner wall member
(1), steel bar template integration aileron component (2), steel bar template integration stalk component (3) and superimposed sheet (4), feature exists
In: steel bar template integration corner wall member (1), steel bar template integration aileron component (2), steel bar template integration stalk structure
Part (3) is connected to form housing plan layout;The superimposed sheet (4) is located at steel bar template integration corner wall member (1), reinforcing bar mould
The top of plate integration aileron component (2), steel bar template integration stalk component (3);The steel bar template integration corner wall
Component (1), steel bar template integration aileron component (2), the inside of steel bar template integration stalk component (3) and superimposed sheet
(4) after the casting concrete of top, shear wall structure is formed;
The steel bar template integration corner wall member (1) is L-shaped in the plane, and the steel bar template integration corner wall
Component (1) is made of corner wall form (1.1), corner wall framework of steel reinforcement (1.2);The steel bar template integration aileron component
It (2) is in the plane T-shape, and the steel bar template integration aileron component (2) is by aileron template (2.1), aileron reinforcing bar
Frame (2.2) composition;The steel bar template integration stalk component (3) is in line-styled, and the steel bar template one in the plane
Body stalk component (3) is made of stalk shuttering (3.1), stalk framework of steel reinforcement (3.2).
2. a kind of concrete structure reinforcing bars template integrative installation technology dwelling house system according to claim 1, it is characterised in that:
The steel bar template integration corner wall member (1) of upper and lower floor, steel bar template integration aileron component (2), steel bar template one
Change the reinforcing bar connection type in stalk component (3) using overlap joint connection.
3. a kind of concrete structure reinforcing bars template integrative installation technology dwelling house system according to claim 1, it is characterised in that:
The corner wall form (1.1) is arranged in the outside of the corner wall framework of steel reinforcement (1.2).
4. a kind of concrete structure reinforcing bars template integrative installation technology dwelling house system according to claim 1, it is characterised in that:
The aileron template (2.1) is arranged in the outside of the aileron framework of steel reinforcement (2.2).
5. a kind of concrete structure reinforcing bars template integrative installation technology dwelling house system according to claim 1, it is characterised in that:
The stalk shuttering (3.1) is arranged in the outside of the stalk framework of steel reinforcement (3.2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910387668.9A CN110029836A (en) | 2019-05-10 | 2019-05-10 | A kind of concrete structure reinforcing bars template integrative installation technology dwelling house system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910387668.9A CN110029836A (en) | 2019-05-10 | 2019-05-10 | A kind of concrete structure reinforcing bars template integrative installation technology dwelling house system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN110029836A true CN110029836A (en) | 2019-07-19 |
Family
ID=67241729
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910387668.9A Pending CN110029836A (en) | 2019-05-10 | 2019-05-10 | A kind of concrete structure reinforcing bars template integrative installation technology dwelling house system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110029836A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110866304A (en) * | 2019-12-25 | 2020-03-06 | 中铁建设集团有限公司 | Method for creating integrated straight wall component model based on steel bar formwork |
CN110866303A (en) * | 2019-12-25 | 2020-03-06 | 中铁建设集团有限公司 | Method for creating integrated T-shaped wall component model based on steel bar template |
CN110895615A (en) * | 2019-12-25 | 2020-03-20 | 中铁建设集团有限公司 | Method for creating integrated L-shaped wall component model based on steel bar formwork |
CN110990937B (en) * | 2019-12-25 | 2024-03-08 | 中铁建设集团有限公司 | Method for creating integrated wall component model with hole based on reinforcing steel bar template |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107345434A (en) * | 2017-07-03 | 2017-11-14 | 广州容联建筑科技有限公司 | Construction method for the reinforced concrete wall of building industrialization |
CN108678220A (en) * | 2018-07-03 | 2018-10-19 | 中铁建设集团有限公司 | A kind of concrete shear force wall of steel bar template integrative installation technology |
CN208267174U (en) * | 2018-04-26 | 2018-12-21 | 江苏中鹰国际装配式建筑科技产业园有限公司 | A kind of overlaid plate type heat-preservation shear wall by squeezing sleeve connection |
CN210002951U (en) * | 2019-05-10 | 2020-01-31 | 中铁建设集团有限公司 | integrally-installed house system with concrete structure steel bar templates |
-
2019
- 2019-05-10 CN CN201910387668.9A patent/CN110029836A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107345434A (en) * | 2017-07-03 | 2017-11-14 | 广州容联建筑科技有限公司 | Construction method for the reinforced concrete wall of building industrialization |
CN208267174U (en) * | 2018-04-26 | 2018-12-21 | 江苏中鹰国际装配式建筑科技产业园有限公司 | A kind of overlaid plate type heat-preservation shear wall by squeezing sleeve connection |
CN108678220A (en) * | 2018-07-03 | 2018-10-19 | 中铁建设集团有限公司 | A kind of concrete shear force wall of steel bar template integrative installation technology |
CN210002951U (en) * | 2019-05-10 | 2020-01-31 | 中铁建设集团有限公司 | integrally-installed house system with concrete structure steel bar templates |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110866304A (en) * | 2019-12-25 | 2020-03-06 | 中铁建设集团有限公司 | Method for creating integrated straight wall component model based on steel bar formwork |
CN110866303A (en) * | 2019-12-25 | 2020-03-06 | 中铁建设集团有限公司 | Method for creating integrated T-shaped wall component model based on steel bar template |
CN110895615A (en) * | 2019-12-25 | 2020-03-20 | 中铁建设集团有限公司 | Method for creating integrated L-shaped wall component model based on steel bar formwork |
CN110866303B (en) * | 2019-12-25 | 2024-02-02 | 中铁建设集团有限公司 | Method for creating integrated T-shaped wall component model based on reinforcing steel bar template |
CN110866304B (en) * | 2019-12-25 | 2024-02-02 | 中铁建设集团有限公司 | Method for creating integrated straight wall component model based on reinforcing steel bar template |
CN110990937B (en) * | 2019-12-25 | 2024-03-08 | 中铁建设集团有限公司 | Method for creating integrated wall component model with hole based on reinforcing steel bar template |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110029836A (en) | A kind of concrete structure reinforcing bars template integrative installation technology dwelling house system | |
CN104929290B (en) | Large-span steel-reinforced concrete orthogonal-diagonal lattice hollow floor system and preparation method thereof | |
CN103243838A (en) | Connection structure of integrally assembled concrete frame and shear wall | |
CN101063319B (en) | Node component used for connecting steel tube concrete column with building roof beam | |
CN203213346U (en) | Connecting structure for assembling integral concrete frame and shear wall | |
CN108678220B (en) | Concrete shear wall with integrally installed reinforcing steel bar templates | |
CN202202412U (en) | Rectangular steel pipe concrete special-shaped column-steel beam framework middle node | |
CN108708486A (en) | A kind of self-heat preserving assembly type overlapped shear wall structure and its construction method | |
CN109208785B (en) | Assembled superposed structure system | |
CN207032601U (en) | A kind of two-way close spelling laminated floor slab connecting joint structure | |
CN105220792A (en) | A kind of prefabricated concealed bracings energy-consuming shear wall and assemble method thereof | |
CN205976072U (en) | Assembly type structure wall body and prefabricated concrete structure | |
CN202202413U (en) | Rectangular steel tube concrete special-shaped column and steel beam frame corner node | |
CN110042958A (en) | A kind of steel bar template integration T shape wall member and production method | |
CN210002951U (en) | integrally-installed house system with concrete structure steel bar templates | |
CN104060757B (en) | Precast concrete frame supports shear wall wallboard | |
CN209163059U (en) | A kind of precast concrete Special-Shaped Column and steel beam connecting joint | |
CN202202415U (en) | Side node of rectangular steel pipe concrete special-shaped column and steel beam framework | |
CN108222349A (en) | A kind of light steel of half assembled-foam concrete composite floor and its construction method | |
CN108179826A (en) | A kind of bolt pin type shear wall horizontal connection structure and preparation method thereof, construction method | |
CN207469617U (en) | A kind of parapet position assembled room grid beam structure | |
CN103993672A (en) | Tenon type connecting joint structure of low-rise fabricated composite wall house | |
CN209227863U (en) | Assembled height superimposed sheet dislocation lap joint structure | |
CN203546908U (en) | Assembly type building wall beam stable connection structure | |
CN209339363U (en) | Prefabricated assembled energy-consuming shear wall-column horizontal connection structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |