CN201011009Y - Cast-in-situ light compound wall - Google Patents
Cast-in-situ light compound wall Download PDFInfo
- Publication number
- CN201011009Y CN201011009Y CNU2007200108416U CN200720010841U CN201011009Y CN 201011009 Y CN201011009 Y CN 201011009Y CN U2007200108416 U CNU2007200108416 U CN U2007200108416U CN 200720010841 U CN200720010841 U CN 200720010841U CN 201011009 Y CN201011009 Y CN 201011009Y
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- Prior art keywords
- wall
- cast
- steel joist
- lightgage steel
- board
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- Expired - Fee Related
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- 150000001875 compounds Chemical class 0.000 title claims abstract description 18
- 238000011065 in-situ storage Methods 0.000 title 1
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 51
- 239000010959 steel Substances 0.000 claims abstract description 51
- 239000004567 concrete Substances 0.000 claims abstract description 19
- 238000010276 construction Methods 0.000 claims abstract description 19
- 239000011229 interlayer Substances 0.000 claims abstract description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000000034 method Methods 0.000 abstract description 11
- 238000009413 insulation Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 7
- 238000004321 preservation Methods 0.000 abstract description 3
- 238000000465 moulding Methods 0.000 abstract 1
- 239000011449 brick Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011381 foam concrete Substances 0.000 description 2
- 239000012634 fragment Substances 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 1
- 230000003487 anti-permeability effect Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 235000019354 vermiculite Nutrition 0.000 description 1
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Abstract
The utility model discloses a pouring light compound wall body which comprises a metope whose two sides are assembled by a prefabricated metope board(1) and a light concrete interlayer(8) between the prefabricated metope board(1); a light steel keel(12) is also provided between the prefabricated metope board(1) and the light steel keel(12) Is provided with an obligated gob in order that the light concrete moves in the pouring process. Wherein, the prefabricated metope board, as an enclosed moulding board in the pouring process, forms a cavity between the prefabricated metope board. The board surface of the prefabricated metope board, after the wall body is constructed, is used as the wall body surface without other plasterer operation to simplify the wall body construction process. The pouring light compound wall body of the utility model has the characteristics of simple construction craftwork, high efficiency, low cost and high intensity. At the same time, the wall body has good sound insulation effect and has the advantages of sound insulation, heat insulation and good heat preservation performance.
Description
Technical field
The present invention relates to a kind of wall body structure, more particularly, relate to a kind of body of wall of pouring into a mould structure.
Background technology
At building field, at present, no matter be that bearing wall or non-bearing wall body great majority are brick wall structure, promptly utilize fragment of brick to assemble and form.Particularly play the division wall of partition effect within doors, in the process of constructing, the main body of wall is utilized after fragment of brick assembles, and all need utilize concrete to smear metope in the body of wall both sides.There are certain problem in this traditional wall body structure and job practices: at first, because the construction sequence complexity causes efficiency of construction lower; Secondly, used constructional materials is more; Once more, body of wall sound insulation and the effect of heat insulation constructed are relatively poor.
Light weight concrete construction is the concrete of making by light materials such as filling-foam concrete, perlite, flyash, granular polystyrene or expanded vermiculites.In recent years, country actively promotes the use of this concrete material.The kind of light weight concrete construction is numerous, class such as foamed concrete etc.Light weight concrete construction has light weight, good heat preservation performance, anti-permeability performance is strong, fireproof performance good and environmental protection, characteristics that pollution is few.Rely on this concrete utilization such as integrated poured process or the process of other ordinary concretes can be applied in the constructing of body of wall.In these activitiess, need to support earlier the steel form that protects mostly as the body of wall mould, and the main part of aftershaping cast wall, at last, remove steel form, in removing the process of steel form, damage surface of wall easily, in addition, the formation metope of after removing steel form, also will plastering in the both sides of light weight concrete construction body of wall main body.This constructure scheme exists step complexity, efficiency of construction low, the problem that building costs is high, and also there is the problem that comes off easily in secondary plastered wall face.
In addition, the applicant formerly discloses a kind of cast-in-place light compound wall among the Chinese patent application 200610046965X, comprises both sides by the assembled metope of dry wall panel, and the light weight concrete construction interlayer between the dry wall panel.Between the dry wall panel of assembly unit, be reserved with the exhaust gap of 4-6 millimeter.For door or window are set on body of wall, at plug at end part closure plate is arranged between relative two dry wall panels on every side at breach on the body of wall for door or window reservation, be reserved with the exhaust gap of 4-6 millimeter between closure plate and the dry wall panel.And the dry wall panel comprises that plate face and plate face outer rim are used to splice the concatenation unit of contiguous prefabricated shingle nail, and concatenation unit is blind mortise, the tenon structure that cooperatively interacts; Perhaps plate face outer rim is the flat mouth structure that cooperatively interacts, and reserves the exhaust gap of 4-6 millimeter when assembly unit.
Cast-in-place light compound wall in the above-mentioned application, not only building method is comparatively loaded down with trivial details, and also there is certain problem in the body of wall internal intensity.
Summary of the invention
The present invention is directed to the problems referred to above, a kind of cast-in-place combined wall is provided, solve the problem that construction complexity, efficient are low, cost is high that exists in the work progress of body of wall in the prior art, solved existing brick wall structure sound insulation, heat-proof quality is poor, heat insulation effect is bad problem simultaneously; Especially its building method complexity of cast-in-place light compound wall, the more weak problem of intensity have been solved at first to file 200610046965X.
In order to address the above problem, a kind of cast-in-place light compound wall provided by the invention, comprise that both sides are by the assembled metope of dry wall panel, and the light weight concrete construction interlayer between the dry wall panel, between the dry wall panel, also be arranged at intervals with lightgage steel joist, lightgage steel joist vertically is supported between ground and the ceiling, and perhaps cross binding is between the wall or column of boundary, both sides.
In above-mentioned cast-in-place light compound wall, the dry wall panel utilizes rivet or screw on lightgage steel joist.Lightgage steel joist is channel-section steel or i-beam structure.Offer reserved opening at the lightgage steel joist mid portion, so that light weight concrete construction flowing in casting process, and the reserved opening of keel can also make things convenient for the cross-under of electric wire, pipeline.In addition, body of wall is preset with reinforcing bar at the sidewall of two ends handing-over, and this reinforcing bar passes the reserved opening of lightgage steel joist, has further increased the intensity of body of wall.And the lightgage steel joist of channel-section steel structure is provided with supporting traverse at the notch place, the dry wall panel is set and when clamped, prevents the generation of keel distortion with convenient lightgage steel joist both sides.
Pass through technique scheme, the wall body structure that the present invention constructs can be after the dry wall panel be assembled into metope, cast-in-site light weight concrete construction in the space that between the wallboard of body of wall both sides, constitutes, thus wall constructed, in this process, the dry wall panel is the template as enclosure space in when cast, form cavity between the dry wall panel, after body of wall was constructed, the plate face of dry wall panel was directly as surface of wall, need not other operations of plastering, thereby simplified the wall construction operation.And be easier to building at the cast-in-place light compound wall of first to file 200610046965X; Because body of wall inside is provided with lightgage steel joist, also makes strength of wall body further strengthen.In a word, the combined wall of cast-in-site of the present invention has that technology is simple, quick construction, efficient height, low, the advantages of high strength of cost, and this combined wall also has the characteristics that soundproof effect is good, heat preservation and insulation is good, load is light simultaneously.
Description of drawings
Below in conjunction with specific embodiment, further specify cast-in-place combined wall of the present invention with reference to the accompanying drawings.
Fig. 1 is the schematic diagram of cast-in-place light compound wall structure of the present invention;
Fig. 2 is the structural representation of the lightgage steel joist that uses in the cast-in-place light compound wall of the present invention;
Fig. 3 is the structural representation of second kind of embodiment of lightgage steel joist;
Fig. 4 is the structural representation of the third embodiment of lightgage steel joist;
Fig. 5 is the structural representation that lightgage steel joist is offered reserved opening;
Fig. 6 is the improvement structure of lightgage steel joist among Fig. 5;
Fig. 7 is into I-shaped lightgage steel joist structural representation;
Fig. 8 is that lightgage steel joist is provided with the structural representation that is supported between ground and the ceiling at interval;
Fig. 9 is the mated condition figure of relative two dry wall panels and lightgage steel joist;
Figure 10 shows that sidewall is preset with the mated condition schematic diagram of reinforcing bar and lightgage steel joist.
The specific embodiment
For clearly demonstrating the present invention, the size and the real size of each parts in the accompanying drawing are distinguished to some extent; Wherein, the size of partial component is different fully with actual use, shows that with magnifying state its purpose is for the clearer formation that demonstrates this member.
As shown in Figure 1, cast-in-site combined wall of the present invention comprises both sides by the assembled metope of dry wall panel 1, and the light weight concrete construction interlayer 8 between the dry wall panel 1.Dry wall panel 1 utilizes fiber cement or concrete to make.In order to guarantee the distance between the dry wall panel of both sides, strengthen the intensity of body of wall simultaneously, be convenient to building wall, between dry wall panel 1, also be arranged at intervals with lightgage steel joist 12.Under the optimal way, lightgage steel joist is supported between ground and the ceiling, as shown in Figure 2 the grooving steel work.Certainly, as required, also can horizontally set, be supported between the wall 5 or column that both sides have a common boundary.
For fixing lightgage steel joist, shown in Fig. 3 and 4, the end is provided with the structure of bolt hole 21.Wherein the structure of Fig. 3 is used for keel and becomes upright mode to connect the sidewall 5 (or column) of body of wall handing-over; And the structure of Fig. 4 can utilize fixture such as bolt to be fixed on the ceiling, and corresponding, same form also should be arranged in the keel lower end, is used for fixing with ground.In addition, as shown in Figure 5, above-mentioned lightgage steel joist offers reserved opening 22 in the centre position, so that light weight concrete construction flowing in casting process, and the wearing of pipeline, electric wire.And original plate of reserved opening part to a lateral bending song, is not cut out and is gone, and constitutes structure shown in Figure 6, and this mode can be further used as the plate muscle in the body of wall, increases strength of wall body.In addition, lightgage steel joist is provided with brace summer 55 at the notch place, the dry wall panel is set and when clamped, prevents the generation of keel distortion with convenient lightgage steel joist both sides, further strengthens strength of wall body; And this horizontal amount of support 55 when penetrating lightgage steel joist fixing rivet or screw, has played the effect that prevents the keel distortion.As shown in Figure 7, lightgage steel joist also can be arranged to have the i-beam structure of reserved opening, to make things convenient for the use of body of wall middle part.
In addition, of the present invention cast combined wall, under the optimal way, lightgage steel joist is arranged at the delivery position place of contiguous prefabricated shingle nail.And the reserved opening on the lightgage steel joist, can in the vertical direction be provided with at interval a plurality of so that the stratified of concreting successively built from bottom to top.As shown in Figure 9, the mated condition of relative two dry wall panels and lightgage steel joist, among the figure lightgage steel joist for blocking state, its highly actual should with whole body of wall with high.
The structure that Fig. 8 shows, the interval set-up mode of expression lightgage steel joist for the ease of the setting of vertical direction keel, is provided with respectively on ceiling 2 and ground 3 and is convenient to crossbeam 15 structures that keel are fixed.Its fixed form utilizes rivet or bolt that crossbeam keel 15 are fixed on ground, the ceiling by bolt hole; And the lightgage steel joist 12 that constitutes wall skeleton utilizes rivet or bolt on above-mentioned crossbeam keel 15 by bolt hole, thereby finally realizes the fixing of keel.Usually, the keel that are supported between ground and the ceiling are called centre keel; Horizontally set, the keel that are supported between sidewall 5 or the column are called horizontal keel; And the keel 15 that are fixed on ceiling and ground among the figure are called respectively day, keel.
Among Figure 10, be embedded with reinforcing bar 17 in the sidewall 5 that has a common boundary with the wall constructed both sides of desire, pass the reserved opening of lightgage steel joist 12, so that further increase strength of wall body.
Claims (6)
1. a cast-in-place light compound wall comprises both sides by the assembled metope of dry wall panel (1), and the light weight concrete construction interlayer (8) between the described dry wall panel (1); Be characterised in that,
Between described dry wall panel (1), also be arranged at intervals with lightgage steel joist (12); Described lightgage steel joist (12) vertically is supported between ground and the ceiling, and perhaps cross binding is between the wall (5) or column of boundary, both sides.
2. cast-in-place light compound wall according to claim 1 is characterized in that, described dry wall panel (1) utilizes rivet or screw on described lightgage steel joist (12).
3. cast-in-place light compound wall according to claim 1 and 2 is characterized in that, described lightgage steel joist (12) offers reserved opening.
4. cast-in-place light compound wall according to claim 3 is characterized in that, described lightgage steel joist (12) is channel-section steel or i-beam structure.
5. cast-in-place light compound wall according to claim 4 is characterized in that, the lightgage steel joist of channel-section steel structure is provided with supporting traverse (55) at the notch place.
6. cast-in-place light compound wall according to claim 3 is characterized in that, the sidewall that body of wall has a common boundary at two ends is preset with reinforcing bar (17), and the reserved opening of passing described lightgage steel joist (12) is so that increase strength of wall body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200108416U CN201011009Y (en) | 2007-03-09 | 2007-03-09 | Cast-in-situ light compound wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200108416U CN201011009Y (en) | 2007-03-09 | 2007-03-09 | Cast-in-situ light compound wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201011009Y true CN201011009Y (en) | 2008-01-23 |
Family
ID=39045953
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200108416U Expired - Fee Related CN201011009Y (en) | 2007-03-09 | 2007-03-09 | Cast-in-situ light compound wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201011009Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104032865A (en) * | 2014-06-25 | 2014-09-10 | 孙大程 | Keel assembly used for cast-in-place foam concrete of filling wall in building heat preservation reverse building method and construction method |
| CN105839777A (en) * | 2016-03-31 | 2016-08-10 | 初明进 | Line-shaped steel-concrete composite structure member |
| CN105971163A (en) * | 2016-06-02 | 2016-09-28 | 初明进 | Combined structural member of T-shaped steel member and concrete |
| RU188129U1 (en) * | 2017-11-14 | 2019-03-29 | Юрий Александрович Пантелеев | Three-layer exterior wall panel |
| CN109680841A (en) * | 2019-02-15 | 2019-04-26 | 姚攀峰 | Hybrid prefabricated multi-cavity reinforced concrete wall, underground space structure system and construction method |
| CN113202208A (en) * | 2021-04-30 | 2021-08-03 | 福州大学 | Assembled steel-concrete combined shear wall and construction method thereof |
| CN114412020A (en) * | 2022-01-12 | 2022-04-29 | 湖北金楚新型建材科技有限公司 | Preparation method of modular phosphogypsum wall with light steel keel and disassembly-free template |
-
2007
- 2007-03-09 CN CNU2007200108416U patent/CN201011009Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104032865A (en) * | 2014-06-25 | 2014-09-10 | 孙大程 | Keel assembly used for cast-in-place foam concrete of filling wall in building heat preservation reverse building method and construction method |
| CN105839777A (en) * | 2016-03-31 | 2016-08-10 | 初明进 | Line-shaped steel-concrete composite structure member |
| CN105971163A (en) * | 2016-06-02 | 2016-09-28 | 初明进 | Combined structural member of T-shaped steel member and concrete |
| RU188129U1 (en) * | 2017-11-14 | 2019-03-29 | Юрий Александрович Пантелеев | Three-layer exterior wall panel |
| CN109680841A (en) * | 2019-02-15 | 2019-04-26 | 姚攀峰 | Hybrid prefabricated multi-cavity reinforced concrete wall, underground space structure system and construction method |
| CN113202208A (en) * | 2021-04-30 | 2021-08-03 | 福州大学 | Assembled steel-concrete combined shear wall and construction method thereof |
| CN114412020A (en) * | 2022-01-12 | 2022-04-29 | 湖北金楚新型建材科技有限公司 | Preparation method of modular phosphogypsum wall with light steel keel and disassembly-free template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080123 Termination date: 20140309 |