CN202969631U - Full-assembly integrally poured combined type wall - Google Patents
Full-assembly integrally poured combined type wall Download PDFInfo
- Publication number
- CN202969631U CN202969631U CN 201220715785 CN201220715785U CN202969631U CN 202969631 U CN202969631 U CN 202969631U CN 201220715785 CN201220715785 CN 201220715785 CN 201220715785 U CN201220715785 U CN 201220715785U CN 202969631 U CN202969631 U CN 202969631U
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- China
- Prior art keywords
- wall
- contiguous block
- members
- steel bar
- wall plate
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- 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
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- 238000000034 method Methods 0.000 claims abstract description 20
- 230000000875 corresponding Effects 0.000 claims abstract description 14
- 238000009413 insulation Methods 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 36
- 239000010959 steel Substances 0.000 claims description 36
- 150000001875 compounds Chemical class 0.000 claims description 14
- 238000010276 construction Methods 0.000 claims description 13
- 239000004568 cement Substances 0.000 claims description 4
- 239000010881 fly ash Substances 0.000 claims description 4
- 230000003044 adaptive Effects 0.000 claims description 3
- 238000005056 compaction Methods 0.000 claims description 3
- 239000011381 foam concrete Substances 0.000 claims description 3
- 230000003014 reinforcing Effects 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 7
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 238000004134 energy conservation Methods 0.000 abstract 1
- 238000004079 fireproofing Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 238000010923 batch production Methods 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 230000002265 prevention Effects 0.000 description 3
- 238000005034 decoration Methods 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003203 everyday Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Abstract
The utility model relates to a full-assembly integrally poured combined type wall which comprises a wall supporting frame. The supporting frame comprises two horizontal reinforced column members and a plurality of vertical reinforced column members, a plurality of connecting block members are embedded in space between each two adjacent vertical reinforced column members by connecting block fixing part members, the wall supporting frame is provided with reinforced mesh members which respectively correspond to two sides of the inside of a room and two sides of the outside of a room, wallboard members which are used as inner fireproof layers or outer heat-insulation layers are arranged on outer sides of the reinforced mesh members, and each bolt sequentially penetrates through the corresponding wallboard member on one side of the wall, the corresponding connecting block member on the side of the wall and the other corresponding wallboard member on the other side of the wall, so that each wallboard member on one side of the wall, the corresponding connecting block member on the side of the wall and the other corresponding wallboard member on the other side of the wall are fixed to one another. The full-assembly integrally poured combined type wall has the advantages that the wall is simple in process and easy to implement, sizes of various members are unified, the various members are good in universality and can be assembled conveniently and quickly, the wall is good in integral stability, fireproofing, water resistance and sound insulation, and requirements on energy conservation, environmental protection, material economization and large-scale, industrialized and intensive production are met.
Description
Technical field
The utility model relates to building (referring to the house) and build process technical field, is entirely to assemble the overall perfusion compound wall specifically.
Background technology
Clothing, food, lodging and transportion--basic necessities of life are things that the mankind will face every day, and house is to be related to people's happiness in all one's life.Along with the progress of society, people improve constantly the requirement of house, take shelter from rain from becalming originally, snugness till now, sound insulation, fire prevention, also require to have the ability of the certain natural calamity of opposing---shock resistance.Along with the high speed development of China, people's lives improve constantly, and heat preservation energy-saving also comes on referred historical schedule, and a large amount of demands, a large amount of construction also constantly enlarges the natural resource demand, pollution to atmosphere is also increasing the weight of, and therefore to saving material, the requirement of environmental protection construction also improves constantly.Country has put forward very early will be the building operations batch production, industrialization, and intensive slogan, but existing building structure form are difficult to satisfy simultaneously all above requirements.
Present low layer is to housing on the middle and senior level, be generally reinforced concrete frame structure, shear force of frame wall construction, pouring concrete into steel column frame construction, steel work, these form of structure occupy the overwhelming majority of existing housing, and these structure construction procedures generally are divided into the main structure body construction, build division wall by laying bricks or stones, plastering on inner walls is whitewashed, construction of exterior insulation system, outer decoration construction.Construction period is all longer, and on-the-spot a large amount of Manual moist operation, needs a large amount of template dismountings, has fire safety hidden danger in construction of exterior insulation system, and this can't satisfy energy-conserving and environment-protective, economical with materials, batch production, industrialization, the requirement of intensive production.
The utility model content
For the defective that exists in prior art, the purpose of this utility model is to provide full assembling overall perfusion compound wall, and technique is simple, easy to implement, each member uniform specification, versatility is good, easy to assembly quick, the body of wall resistance to overturning is good, and the water-fast sound insulation value of preventing fires is good; Satisfy energy-conserving and environment-protective, economical with materials, batch production, industrialization, the requirement of intensive production.
For reaching above purpose, the technical scheme that the utility model is taked is:
Full assembling overall perfusion compound wall is characterized in that, comprising:
The wall support framework, described wall support framework comprises: two horizontal direction steel bar column members 6 that are oppositely arranged up and down, be provided with some vertical direction steel bar column members 5 between two horizontal direction steel bar column members 6, be reserved with the erection of doors and windows framework in the relevant position of door and window
Some contiguous block members 11, whole rectangular, its four jiaos respectively are provided with one for the contiguous block fixture member 14 that it is flush-mounted between two adjacent vertical direction steel bar column members 5,
Be respectively equipped with reinforced mesh member 7 at the wall support framework corresponding to the both sides of house interior and outside, room,
Be provided with the wall plate member 20 as interior fireprotection layer in the outside corresponding to the reinforced mesh member 7 of house interior,
Be provided with the wall plate member 20 as external thermal insulation in the outside corresponding to the reinforced mesh member 7 of outside, room,
The wall plate member 20 of the wall plate member 20 of screw bolt passes one side, contiguous block member 11, opposite side is fixed together the three.
On the basis of technique scheme, the spacing between wall plate member 20 and contiguous block member 11 is 2.5～4cm.
On the basis of technique scheme, described vertical direction steel bar column member 5 and horizontal direction steel bar column member 6 are the spiral stirrup tetragonal prism,
The intercolumniation axle center spacing of adjacent vertical direction steel bar column member 5 is 15～60cm.
On the basis of technique scheme, described contiguous block member 11 and wall plate member 20 are the foam concrete block that contains flyash.
On the basis of technique scheme, four jiaos of described contiguous block member 11 are equipped with inclined-plane 12, are provided with at least four contiguous block through holes 13 that are used for installing bolt on block,
Described contiguous block fixture member 14 integral body are bar shaped, its width is identical with the width of wall support framework, along on two opposite flanks of its length direction, one of them side is provided with some fixedly reinforcing bars 17, the middle part of another side is provided with slope 16, and the width on the inclined-plane 12 on the width on slope 16 and contiguous block member is adaptive.
On the basis of technique scheme, described wall plate member 20 is provided with at least four wallboard through holes 21 that are used for installing bolt.
On the basis of technique scheme, high strong strength self-compaction flowing sand slurry adopts overall perfusion technique to be poured between wall plate member 20 and contiguous block member 11, and wall plate member 20, reinforced mesh member 7, contiguous block member 11, contiguous block fixture member 14 and wall support framework are linked together, form the bearing course of combined type steel mesh cement sandwich construction.
Full assembling overall perfusion compound wall described in the utility model, technique is simple, and is easy to implement, each member uniform specification, versatility is good, and easy to assembly quick, the body of wall resistance to overturning is good, and the water-fast sound insulation value of preventing fires is good; Satisfy energy-conserving and environment-protective, economical with materials, batch production, industrialization, the requirement of intensive production.
Description of drawings
The utility model has following accompanying drawing:
Fig. 1 wall support framework of the present utility model and contiguous block member schematic diagram,
The structural representation of Fig. 2 contiguous block member,
The structural representation of Fig. 3 contiguous block fixture member,
Fig. 4 is design sketch after installing the reinforced mesh member on the wall support framework,
The structural representation of Fig. 5 wallboard.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail.
The utility model has provided a kind of full assembling overall perfusion compound wall, and this body of wall is used for every one deck of main house body is divided at least one room, as shown in Fig. 1～5, comprising:
The wall support framework, described wall support framework comprises: two horizontal direction steel bar column members 6 that are oppositely arranged up and down, be provided with some vertical direction steel bar column members 5 between two horizontal direction steel bar column members 6, be reserved with erection of doors and windows framework (not shown) in the relevant position of door and window
Some contiguous block members 11, whole rectangular, its four jiaos respectively are provided with one for the contiguous block fixture member 14 that it is flush-mounted between two adjacent vertical direction steel bar column members 5,
Be respectively equipped with reinforced mesh member 7 at the wall support framework corresponding to the both sides of house interior and outside, room,
Be provided with the wall plate member 20 as interior fireprotection layer in the outside corresponding to the reinforced mesh member 7 of house interior,
Be provided with the wall plate member 20 as external thermal insulation in the outside corresponding to the reinforced mesh member 7 of outside, room,
The wall plate member 20 of the wall plate member 20 of screw bolt passes one side, contiguous block member 11, opposite side is fixed together the three.
On the basis of technique scheme, the spacing between wall plate member 20 and contiguous block member 11 is 2.5～4cm.
On the basis of technique scheme, described vertical direction steel bar column member 5 and horizontal direction steel bar column member 6 are the spiral stirrup tetragonal prism,
The intercolumniation axle center spacing of adjacent vertical direction steel bar column member 5 is 15～60cm, and for example: intercolumniation axle center spacing is 15cm, 30cm or 60cm.
The steel bar girder that vertical direction steel bar column member 5, horizontal direction steel bar column member 6 are spliced, vertical direction steel bar column member 5 are as the support column of body of wall, and horizontal direction steel bar column member 6 is as grade beam or upper ring beam.
On the basis of technique scheme, described contiguous block member 11 and wall plate member 20 are the foam concrete block that contains flyash, that is: take cement as base-material, and make after adding in base-material, belong to the light-weight building material module.Add the flyash purpose to be to improve the fire resistance of member.
On the basis of technique scheme, as shown in Fig. 2,3, four jiaos of described contiguous block member 11 are equipped with inclined-plane 12, are provided with at least four contiguous block through holes 13 that are used for installing bolt on block,
Described contiguous block fixture member 14 integral body are bar shaped, its width is identical with the width (width refers to the thickness of wall support framework) of wall support framework, along on two opposite flanks of its length direction, one of them side is provided with some fixedly reinforcing bars 17, the middle part of another side is provided with slope 16, and the width on the inclined-plane 12 on the width on slope 16 and contiguous block member is adaptive.
On two adjacent vertical direction steel bar column members 5,14 1 groups of rectangular distributions of every four contiguous block fixture members, height by contiguous block member 11 is fixed on two vertical direction steel bar column members 5, slope 16 on four contiguous block fixture members 14 is fixedly connected with respectively a jiao of module component 11, the inclined-plane of four jiaos 12 of contiguous block member 11 touches with the slope 16 of contiguous block fixture member 14, and spacing by the end 15 of slope 16 and contiguous block fixture member 14, contiguous block member 11 is fixed on vertical direction steel bar column member 5.This kind mode has also strengthened the rigidity of vertical direction steel bar column member 5 when being fixedly connected with module component 11.Between two adjacent vertical direction steel bar column members 5, different according to the height of contiguous block member 11, may be provided with one or more contiguous block member 11.
On the basis of technique scheme, as shown in Figure 5, described wall plate member 20 is provided with at least four wallboard through holes 21 that are used for installing bolt.
Screw bolt passes wallboard through hole 21 and contiguous block through hole 13 with contiguous block member 11 and inside and outside it wall plate member 20 of both sides link together.
On the basis of technique scheme, high strong strength self-compaction flowing sand slurry adopts overall perfusion technique to be poured between wall plate member 20 and contiguous block member 11, and wall plate member 20, reinforced mesh member 7, contiguous block member 11, contiguous block fixture member 14 and wall support framework are linked together, form the bearing course of combined type steel mesh cement sandwich construction.
Full assembling overall perfusion compound wall described in the utility model, the body of wall integral cast-in-situ, good integrity, anti-seismic performance is splendid, has good plastoelastic mechanical characteristics, and higher shear resistance is arranged; Building possesses the function of fire prevention, insulation, sound insulation and antidetonation, wherein wall plate member 20 has decoration, fire prevention, heat insulation function, contiguous block member 11 can strengthen the inner sound isolation effect, do not need added pattern and support when assembling, overall perfusion, body of wall is compared with the ordinary concrete shear wall, can save 50% above concrete, the building integral deadweight can alleviate 50%.
The content that is not described in detail in this manual belongs to the known prior art of this area professional and technical personnel.
Claims (7)
1. entirely assemble the overall perfusion compound wall, it is characterized in that, comprising:
The wall support framework, described wall support framework comprises: two the horizontal direction steel bar column members (6) that are oppositely arranged up and down, be provided with some vertical direction steel bar column members (5) between two horizontal direction steel bar column members (6), be reserved with the erection of doors and windows framework in the relevant position of door and window
Some contiguous block members (11), whole rectangular, its four jiaos respectively are provided with one for the contiguous block fixture member (14) that it is flush-mounted between adjacent two vertical direction steel bar column members (5),
Be respectively equipped with reinforced mesh member (7) at the wall support framework corresponding to the both sides of house interior and outside, room,
Be provided with the wall plate member (20) as interior fireprotection layer in the outside corresponding to the reinforced mesh member (7) of house interior,
Be provided with the wall plate member (20) as external thermal insulation in the outside corresponding to the reinforced mesh member (7) of outside, room,
The wall plate member (20) of the wall plate member (20) of screw bolt passes one side, contiguous block member (11), opposite side is fixed together the three.
2. full assembling overall perfusion compound wall as claimed in claim 1, it is characterized in that: the spacing between wall plate member (20) and contiguous block member (11) is 2.5～4cm.
3. full assembling overall perfusion compound wall as claimed in claim 1, it is characterized in that: described vertical direction steel bar column member (5) and horizontal direction steel bar column member (6) are the spiral stirrup tetragonal prism,
The intercolumniation axle center spacing of adjacent vertical direction steel bar column member (5) is 15～60cm.
4. full assembling overall perfusion compound wall as claimed in claim 1, it is characterized in that: described contiguous block member (11) and wall plate member (20) are the foam concrete block that contains flyash.
5. full assembling overall perfusion compound wall as claimed in claim 1, it is characterized in that: four jiaos of described contiguous block member (11) are equipped with inclined-plane (12), are provided with at least four contiguous block through holes (13) that are used for installing bolt on block,
Described contiguous block fixture member (14) integral body is bar shaped, its width is identical with the width of wall support framework, along on two opposite flanks of its length direction, one of them side is provided with some fixedly reinforcing bars (17), the middle part of another side is provided with slope (16), and the width on the width of slope (16) and the inclined-plane (12) on the contiguous block member is adaptive.
6. full assembling overall perfusion compound wall as claimed in claim 1 is characterized in that: described wall plate member (20) is provided with at least four wallboard through holes that are used for installing bolt
（21）。
7. full assembling overall perfusion compound wall as claimed in claim 1, it is characterized in that: high strong strength self-compaction flowing sand slurry adopts overall perfusion technique to be poured between wall plate member (20) and contiguous block member (11), and wall plate member (20), reinforced mesh member (7), contiguous block member (11), contiguous block fixture member (14) and wall support framework are linked together, form the bearing course of combined type steel mesh cement sandwich construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220715785 CN202969631U (en) | 2012-12-21 | 2012-12-21 | Full-assembly integrally poured combined type wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220715785 CN202969631U (en) | 2012-12-21 | 2012-12-21 | Full-assembly integrally poured combined type wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202969631U true CN202969631U (en) | 2013-06-05 |
Family
ID=48510725
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220715785 Expired - Lifetime CN202969631U (en) | 2012-12-21 | 2012-12-21 | Full-assembly integrally poured combined type wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202969631U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014094458A1 (en) * | 2012-12-21 | 2014-06-26 | 昆山生态屋建筑技术有限公司 | Fully assembled, fully cast-in-place, composite-type house and construction method thereof |
| CN105484389A (en) * | 2014-09-21 | 2016-04-13 | 河南龙成重型钢结构有限公司 | Steel structure shear wall structure |
-
2012
- 2012-12-21 CN CN 201220715785 patent/CN202969631U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014094458A1 (en) * | 2012-12-21 | 2014-06-26 | 昆山生态屋建筑技术有限公司 | Fully assembled, fully cast-in-place, composite-type house and construction method thereof |
| US9797137B2 (en) | 2012-12-21 | 2017-10-24 | Kunshan Ecological Building Technology Co., Ltd. | Fully assembled, fully cast-in-place, composite-type house and construction method thereof |
| CN105484389A (en) * | 2014-09-21 | 2016-04-13 | 河南龙成重型钢结构有限公司 | Steel structure shear wall structure |
| CN105484389B (en) * | 2014-09-21 | 2017-12-22 | 河南龙成重型钢结构有限公司 | A kind of steel structure shear wall structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130605 |
|
| CX01 | Expiry of patent term |