CN204001278U - A kind of prefabricated assembled self-insulating concrete shear wall system - Google Patents
A kind of prefabricated assembled self-insulating concrete shear wall system Download PDFInfo
- Publication number
- CN204001278U CN204001278U CN201420113478.0U CN201420113478U CN204001278U CN 204001278 U CN204001278 U CN 204001278U CN 201420113478 U CN201420113478 U CN 201420113478U CN 204001278 U CN204001278 U CN 204001278U
- Authority
- CN
- China
- Prior art keywords
- wall panel
- panel element
- type
- prefabricated assembled
- assembled self
- 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 - Lifetime
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 24
- 238000009413 insulation Methods 0.000 claims abstract description 15
- 239000011150 reinforced concrete Substances 0.000 claims description 15
- 230000002787 reinforcement Effects 0.000 claims description 11
- 239000000725 suspension Substances 0.000 claims description 9
- 238000005267 amalgamation Methods 0.000 claims description 5
- 239000011810 insulating material Substances 0.000 claims description 4
- 238000010792 warming Methods 0.000 claims description 4
- 239000004793 Polystyrene Substances 0.000 claims description 2
- 230000000694 effects Effects 0.000 claims description 2
- 239000011381 foam concrete Substances 0.000 claims description 2
- 229920002223 polystyrene Polymers 0.000 claims description 2
- 229920002635 polyurethane Polymers 0.000 claims description 2
- 239000004814 polyurethane Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 description 14
- 238000010586 diagram Methods 0.000 description 5
- 238000002360 preparation method Methods 0.000 description 4
- 239000002699 waste material Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 239000011476 clinker brick Substances 0.000 description 2
- 238000009408 flooring Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000003211 malignant effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
The utility model provides a kind of prefabricated assembled self-insulating concrete shear wall system, comprises L-type wall panel element 1, Z-type wall panel element 2, heat-insulation wall plate unit 3, constructional column 4, collar tie beam 5, floor 6.L-type wall panel element 1, Z-type wall panel element 2, heat-insulation wall plate unit 3 have formed wall panel element jointly, and after between prefabricated wall panel element, interlock is spliced mutually, the framework that cast-in-place constructional column 4, collar tie beam 5, floor 6 form is embedded in wall panel element wherein.
Description
Technical field
The application relates to a kind of shear wall, more precisely
oneplant prefabricated assembled self-insulating concrete shear wall system.
Background technology
Along with economic develop rapidly, rural development is gradually to urbanization transition, when how not only not only economizing construction of rural soon but also environment is not caused damage and becomes a focal issue.Mainly there is following three aspects: problem in rustic home construction at present: 1, the wasting of resources.Most rustic homes adopt clinker brick to build by laying bricks or stones, and a large amount of clay of process need consumption of clinker brick causes large area to plough destroyed.Small part monolithic reinforced concrete structure needs to consume a large amount of templates, and the template of not reproducible utilization has caused the waste of a large amount of forest reserves.2, production efficiency is low, and the quality of production is not high.Building houses of countryside is interim building site mainly with scene greatly, smashes the multiple working procedures such as concrete, mortar and all completes at the scene, and cast-in-situ concrete needs time maintenance, and mechanization degree is low in addition, and worker's labour skill are not really up to the mark, and production efficiency and quality are had a greatly reduced quality.3, contaminated environment.Field operation inevitably produces building waste, and because rural area environmental consciousness is weak, what these rubbish were often abandoned ignores.If things go on like this, maybe will move towards the malignant development road of " first polluting rear improvement ".
The utility model provides
oneplant prefabricated assembled self-insulating concrete shear wall system, assembling degree is high, to machinery, requires degree relatively low, and be conducive to mechanized construction and reduce template consumption, thus the reduction of erection time.The building waste producing in building course significantly reduces, and the warming plate in body of wall can effectively cut off cold-heat bridge, meets green building requirement, is applicable to being very much extended to rural development.
Summary of the invention
The utility model provides a kind of prefabricated assembled self-insulating concrete shear wall system, has that good heat insulating, assembling degree are high, the feature of short construction period.
The application relates to basic wall panel element, spy is described below its concept: basic wall panel element is similar to the basic block type of building block in masonry structure, be the set of the required all basic wallboards of assembling body of wall, by the various combination of basic wall panel element, can assemble the body of wall of different size.
The utility model patent is achieved through the following technical solutions.
A prefabricated assembled self-insulating concrete shear wall system, comprises L-type wall panel element 1, Z-type wall panel element 2, heat-insulation wall plate unit 3, constructional column 4, collar tie beam 5, floor 6, it is characterized in that:
L-type wall panel element 1, Z-type wall panel element 2, heat-insulation wall plate unit 3 have formed wall panel element jointly, and after between prefabricated wall panel element, interlock is spliced mutually, the framework that cast-in-place constructional column 4, collar tie beam 5, floor 6 form is embedded in wall panel element wherein.
A prefabricated assembled self-insulating concrete shear wall, its thickness direction forms by three layers altogether, and stressed two-layer in outside is put together by Z-type wall panel element 2 and L-type wall panel element 1, and middle one deck that plays insulation effect is put together by heat-insulation wall plate unit 3.
L-type wall panel element 1 is comprised of L-type reinforced concrete wall panel 9, connecting reinforcement 7 and semicircle suspension ring 8, it is boundary depression that the wide middle vertical plane of wallboard is take in the upper left corner of L-type reinforced concrete wall panel 1, right flank has connecting reinforcement 7 to stretch out, and L-type reinforced concrete wall panel 9 end faces have connecting reinforcement 7 and middle part that semicircle suspension ring 8 are set.
Z-type wall panel element 2 is comprised of Z-type reinforced concrete wall panel 10, connecting reinforcement 7 and semicircle suspension ring 8, it is boundary depression that the wide middle vertical plane of wallboard is take in the upper left corner of Z-type reinforced concrete wall panel 2 and the lower right corner, cup depth is identical with L-type wall panel element 1 cup depth, the end face of Z-type reinforced concrete wall panel 10 has connecting reinforcement 7 to stretch out, and middle part arranges semicircle suspension ring 8.
L-type wall panel element 1 is for shear wall two ends, and Z-type wall panel element 2 is for shear wall middle part, identical Z-type wall panel element 2 or identical L-type wall panel element 1 amalgamation mutually, 1 also amalgamation mutually of Z-type wall panel element 2 and L-type wall panel element.
Warming plate unit 3 is heat insulating material rectangular slab, and heat insulating material can be polystyrene, or polyurethane, or foam concrete.
The prefabricated assembled self-insulating concrete shear wall system that the utility model provides compared with prior art has following features:
1, heat-insulation wall plate unit is positioned at body of wall intermediate layer, can effectively cut off cold-heat bridge in body of wall, and the safety of interior insulation is good;
2, prefabricated wall panel element makes the building waste that produces in building course few, environmentally friendly;
3, wall panel element weight is relatively light, and low to hanging device requirement, assembling degree is high, and the duration is short;
4, between wall panel element and cast-in-place constructional column, collar tie beam, have reliable connection, integrality performance of the structure is protected;
5, save wall form, good economy performance.
Accompanying drawing explanation
Fig. 1 is of the present utility model three layers of whole structure figure;
Fig. 2 is L-type wall panel element of the present utility model;
Fig. 3 is Z-type wall panel element of the present utility model;
Fig. 4 is warming plate of the present utility model unit;
Fig. 5 is the utility model construction method schematic diagram, and unwrapping wire, is hung wall panel element to stand to relevant position by suspender;
Fig. 6 is the utility model construction method schematic diagram, and the wall panel element of assembled each the cast-in-place intercolumniation of block-by-block, applies flat out of plane constraint;
Fig. 7 is the utility model construction method schematic diagram, builds first floor constructional column;
Fig. 8 is the utility model construction method schematic diagram, cast first floor collar tie beam and floor;
Fig. 9 is the utility model wall panel element amalgamation schematic diagram.
Description of reference numerals is as follows:
1-L-type wall panel element, 2-Z-type wall panel element, 3-heat-insulation wall plate unit, 4-constructional column, 5-collar tie beam, 6-floor, 7-connecting reinforcement, the semicircle suspension ring of 8-, 9-L-type reinforced concrete wall panel, 10-Z-type reinforced concrete wall panel.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in detail.
Embodiment 1:
Referring to accompanying drawing 1, accompanying drawing 5, accompanying drawing 6, accompanying drawing 7 and accompanying drawing 8, a kind of prefabricated assembled self-insulating concrete shear wall system, comprises L-type wall panel element 1, Z-type wall panel element 2, heat-insulation wall plate unit 3, constructional column 4, collar tie beam 5, floor 6.
Concrete construction method is as follows.
(a) preparation: prefabricated preparation and preparation at the construction site work two parts of comprising each wall panel element, wherein prefabricated preparation is carried out in prefabricated factory, according to design drawing, calculate the consumption of L-type wall panel element 1, Z-type wall panel element 2, heat-insulation wall plate unit 3, then prefabricated.Before on-the-spot formal construction, place cleaning, prepare the stacking of material, hanging device is in place;
(b) foundation excavation: adopt mechanical equivalent of light excavation rapid construction, artificial clear side, compacting and leveling basis, spread C10 concrete that graded broken stone that 100mm is thick and 100mm are thick as foundation pad;
(c) water underpin and first floor flooring: after levelling unwrapping wire, foundation forms, use vibrating head vibration compacting after watering underpin, until concrete curing, to design strength, dismantles template, builds first floor flooring;
(d) assembled wallboard unit: referring to accompanying drawing 5 and accompanying drawing 6, according to design drawing, each wall panel element is lifted to relevant position, in the time of the assembled wall panel element of block-by-block, this piece wall panel element is applied to flat out of plane constraint, until complete the assembled of 4 full wafer shear walls of each constructional column;
(e) build first floor constructional column 4: referring to accompanying drawing 7, reserved constructional column 4 spaces between each shear wall sheet of first floor, outside shear wall plane, constructional column 4 templates are propped up in both sides, after building, use vibrating head vibration compacting, until concrete curing, to design strength, dismantle template, constructional column 4 forms an integral body with shear wall;
(f) build first floor collar tie beam 5 and floor 6: referring to accompanying drawing 8, first floor collar tie beam 5 and floor 6 templates, use vibrating head vibration compacting after building, until concrete curing, to design strength, dismantle template;
(g) other layer constructions: remaining each layer of construction only needs repeating step (d) and (f), and prefabricated assembled self-insulating concrete shear wall system has been constructed.
Above-mentioned drawings and Examples are only more preferably a kind of for the application is described; protection domain to the application does not constitute any limitation, within those skilled in the art carries out common variation and replaces and should be included in the application's protection domain within the scope of the application's scheme.
Claims (6)
1. a prefabricated assembled self-insulating concrete shear wall system, comprise L-type wall panel element (1), Z-type wall panel element (2), heat-insulation wall plate unit (3), constructional column (4), collar tie beam (5), floor (6), it is characterized in that: L-type wall panel element (1), Z-type wall panel element (2), heat-insulation wall plate unit (3) have formed wall panel element jointly, after between prefabricated wall panel element, interlock is spliced mutually, the framework that cast-in-place constructional column (4), collar tie beam (5), floor (6) form is embedded in wall panel element wherein.
2. a prefabricated assembled self-insulating concrete shear wall system as claimed in claim 1, it is characterized in that: thickness direction has three layers of composition, outside is stressed to be two-layerly put together by Z-type wall panel element (2) and L-type wall panel element (1), and one deck of a middle insulation effect is put together by heat-insulation wall plate unit (3).
3. a prefabricated assembled self-insulating concrete shear wall system as claimed in claim 1, it is characterized in that: L-type wall panel element (1) is comprised of L-type reinforced concrete wall panel (9), connecting reinforcement (7) and semicircle suspension ring (8), it is boundary depression that the wide middle vertical plane of wallboard is take in the upper left corner of L-type reinforced concrete wall panel (9), right flank has connecting reinforcement (7) to stretch out, and L-type reinforced concrete wall panel (9) end face has connecting reinforcement (7) and middle part that semicircle suspension ring (8) are set.
4. a prefabricated assembled self-insulating concrete shear wall system as claimed in claim 1, it is characterized in that: Z-type wall panel element (2) is comprised of Z-type reinforced concrete wall panel (10), connecting reinforcement (7) and semicircle suspension ring (8), it is boundary depression that the wide middle vertical plane of wallboard is take in the upper left corner of Z-type reinforced concrete wall panel (10) and the lower right corner, cup depth is identical with L-type wall panel element (1) cup depth, the end face of Z-type reinforced concrete wall panel (10) has connecting reinforcement (7) to stretch out, and middle part arranges semicircle suspension ring (8).
5. a prefabricated assembled self-insulating concrete shear wall system as claimed in claim 1, it is characterized in that: L-type wall panel element (1) is for shear wall two ends, Z-type wall panel element (2) is for shear wall middle part, identical Z-type wall panel element (2) or identical L-type wall panel element (1) amalgamation mutually, also amalgamation mutually between Z-type wall panel element (2) and L-type wall panel element (1).
6. a prefabricated assembled self-insulating concrete shear wall system as claimed in claim 1, is characterized in that: warming plate unit (3) are heat insulating material rectangular slab, and heat insulating material can be polystyrene, or polyurethane, or foam concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420113478.0U CN204001278U (en) | 2014-03-13 | 2014-03-13 | A kind of prefabricated assembled self-insulating concrete shear wall system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420113478.0U CN204001278U (en) | 2014-03-13 | 2014-03-13 | A kind of prefabricated assembled self-insulating concrete shear wall system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204001278U true CN204001278U (en) | 2014-12-10 |
Family
ID=52041301
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420113478.0U Expired - Lifetime CN204001278U (en) | 2014-03-13 | 2014-03-13 | A kind of prefabricated assembled self-insulating concrete shear wall system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204001278U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821263A (en) * | 2014-03-13 | 2014-05-28 | 株洲博尔曼科技发展有限公司 | Precast assembly self-heat preservation concrete shear wall system and construction method thereof |
| CN104389360A (en) * | 2014-12-29 | 2015-03-04 | 株洲博尔曼科技发展有限公司 | Externally suspended insulation board type reinforcement brickwork shear wall system and construction method thereof |
| CN108086533A (en) * | 2018-02-05 | 2018-05-29 | 沈阳建筑大学 | A kind of more limb precast shear wall structures of parallel connection and preparation method thereof, construction method |
| CN108118798A (en) * | 2017-12-01 | 2018-06-05 | 北京建筑大学 | A kind of assembled air entrained concrete building systems |
| CN115928874A (en) * | 2023-02-03 | 2023-04-07 | 河南省第二建设集团有限公司 | Prefabricated hollow slab-based full-prefabricated assembly type structure system and construction method thereof |
-
2014
- 2014-03-13 CN CN201420113478.0U patent/CN204001278U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821263A (en) * | 2014-03-13 | 2014-05-28 | 株洲博尔曼科技发展有限公司 | Precast assembly self-heat preservation concrete shear wall system and construction method thereof |
| CN104389360A (en) * | 2014-12-29 | 2015-03-04 | 株洲博尔曼科技发展有限公司 | Externally suspended insulation board type reinforcement brickwork shear wall system and construction method thereof |
| CN108118798A (en) * | 2017-12-01 | 2018-06-05 | 北京建筑大学 | A kind of assembled air entrained concrete building systems |
| CN108086533A (en) * | 2018-02-05 | 2018-05-29 | 沈阳建筑大学 | A kind of more limb precast shear wall structures of parallel connection and preparation method thereof, construction method |
| CN108086533B (en) * | 2018-02-05 | 2023-11-21 | 新疆杰建建设工程有限公司 | Parallel multi-limb prefabricated shear wall structure, manufacturing method and construction method thereof |
| CN115928874A (en) * | 2023-02-03 | 2023-04-07 | 河南省第二建设集团有限公司 | Prefabricated hollow slab-based full-prefabricated assembly type structure system and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103174252B (en) | A kind of self-insulation quake-proof building block and application process | |
| CN101787710B (en) | Integrally-assembled buttressed retaining wall and construction method thereof | |
| CN204001278U (en) | A kind of prefabricated assembled self-insulating concrete shear wall system | |
| CN103821263A (en) | Precast assembly self-heat preservation concrete shear wall system and construction method thereof | |
| CN103216024A (en) | Self-heat-preservation mortar-free block masonry shear wall system and construction method thereof | |
| CN103306501B (en) | Energy-saving domestic architecture with cast-in-place industrial gypsum bearing wall and manufacturing method thereof | |
| CN101285330A (en) | Environment protection type structure thermal insulation concrete block, masonry and method for anti-knock domestic architecture | |
| CN103953114B (en) | Steel frame-reinforced masonry shear wall combinative structure and construction method thereof | |
| CN203821591U (en) | Steel frame-reinforcement brickwork shear wall combined structure | |
| CN102444233A (en) | Multifunctional assembling and pouring type templated block, use method and use thereof | |
| CN106522359A (en) | Total-prefabricated rural residential class composite wall structure system and construction method thereof | |
| CN206128374U (en) | A body structure right angle wall body mortar module and right angle wall body of pouring into a mould with wall body module | |
| CN110607853A (en) | Fireproof composite wall for protecting building | |
| CN101775860A (en) | Heat-insulating double-layered wall for buildings | |
| CN104389360A (en) | Externally suspended insulation board type reinforcement brickwork shear wall system and construction method thereof | |
| CN113668730A (en) | Assembled mixed recycled aggregate concrete composite wallboard and preparation method thereof | |
| CN201224941Y (en) | Environment protection type structure thermal insulation concrete building block, masonry and anti-vibration residential building | |
| CN102767290B (en) | Construction method for retention position of constructional column of self-insulation sand aerated concrete block exterior wall | |
| CN108343234B (en) | Modification module capable of being used as cast-in-situ ring beam template of hollow block masonry and application thereof | |
| CN203296209U (en) | Self-insulation mortarless block masonry shear wall system | |
| CN203129402U (en) | Self-insulating building block | |
| CN202370151U (en) | Self-thermal-insulation earthquake-proof building block | |
| CN115534095A (en) | Assembled counter-beating prefabricated part and production process thereof | |
| CN104005511B (en) | High-performance water cement mortar plate built-in light ecological material T-shaped insulating bearing building block | |
| CN211622088U (en) | Fireproof composite wall for protecting building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141210 |
|
| CX01 | Expiry of patent term |