CN204531076U - Light steel latticework cast-in-place foamed concrete combined wall - Google Patents
Light steel latticework cast-in-place foamed concrete combined wall Download PDFInfo
- Publication number
- CN204531076U CN204531076U CN201520196122.2U CN201520196122U CN204531076U CN 204531076 U CN204531076 U CN 204531076U CN 201520196122 U CN201520196122 U CN 201520196122U CN 204531076 U CN204531076 U CN 204531076U
- Authority
- CN
- China
- Prior art keywords
- light steel
- calcium silicate
- steel main
- silicate board
- microporous
- 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 - Fee Related
Links
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Light steel latticework cast-in-place foamed concrete combined wall, form primarily of some light steel main joists, U-shaped bottom girder and U-shaped back timber, some light steel main joists form wall skeleton, U-shaped bottom girder and U-shaped back timber are connected to light steel main joist top, light steel main joist two sides respectively composite fibre strengthens calcium silicate board with microporous, pour into foam concrete between two sides composite fibre enhancing calcium silicate board with microporous, composite fibre strengthens calcium silicate board with microporous external surface composite gypsum board, gypsum board surface coating layer of glass Alkali-resisting fiberglass mesh.The utility model with light steel main joist for skeleton, two sides composite fibre strengthens calcium silicate board as non-dismantling formwork, the combined wall formed after utilizing special equipment cast in situs foam concrete, construct quick and convenient, construction cost significantly reduces, and solves traditional system wall body structure complicated, the problem that speed of application is slow, there is the gypsum plank of Alkali-resisting fiberglass mesh simultaneously at fiber reinforced calcium silicate board composite coated, substantially increase mechanical strength and the crack resistance of body of wall.
Description
Technical field
The utility model relates to technical field of building construction, is specifically related to a kind of light steel latticework cast-in-place foamed concrete combined wall.
Background technology
Integration green building, refers to the new builing structure system integrating building heat preservation heat insulating function and body of wall Support Function, body of wall and do not need to take Insulation can meet Current Building ' energy conservation standard separately and require.Factory's integration green building is based on steel work, and floor, top board and side fascia use calcium silicate board; Inner wall panel uses glass magnesium to harden conjunction gypsum plank, inner-outer wall and floor, top board cavity are built by cement foamed, steel work is made to be in vacuum relief state, make building disposable one-body molded, not only can reduce body of wall area occupied, reduce building costs, shorten construction period, effects of energy saving and emission reduction and building sound insulation value can also be improved.
Light steel wall is the structural skeleton setting up integrated green building, the structural element such as the light steel quarter bend of general employing, C-type steel or light steel truss structure composition pillar, body of wall, beam, the whole skeleton of building structure of further formation, then poling threading in the middle of structural skeleton, again at the both sides laying structure surface layer of wall skeleton, put heat insulation layer at structure surface layer peripheral hardware again, and then do architectural surface, the whole house of final formation.There is a lot of problems in existing light steel wall, such as: whole body of wall layer will do light steel skeleton, structure surface layer, insulation layer, waterproofing course, and then does surface layer, and working procedure is various, speed of application is slow, can not embody the feature of lightweight steel construction fast construction; In addition, mechanical strength and the crack resistance of existing light steel wall panel are undesirable, and its bearing capacity can not provide the effect of structural slab by greatly reducing, significantly limit the application of inside/outside decorative material.
Utility model content
The utility model provides a kind of light steel latticework cast-in-place foamed concrete combined wall, to solve that the working procedure that prior art exists is various, speed of application slow and the mechanical strength of panel and the undesirable problem of crack resistance.
The utility model solves the technical scheme that its technical problem adopts:
A kind of light steel latticework cast-in-place foamed concrete combined wall, form primarily of some light steel main joists, U-shaped bottom girder and U-shaped back timber, some light steel main joists form wall skeleton, U-shaped bottom girder and U-shaped back timber are connected to light steel main joist top, light steel main joist two sides respectively composite fibre strengthens calcium silicate board with microporous, pour into foam concrete between two sides composite fibre enhancing calcium silicate board with microporous, composite fibre strengthens calcium silicate board with microporous external surface composite gypsum board, gypsum board surface coating layer of glass Alkali-resisting fiberglass mesh.
Above-mentioned U-shaped bottom girder arranges some grouting mouths, the light steel main joist between U-shaped bottom girder and U-shaped back timber arranges additional narrow keel.
The utility model with light steel main joist for skeleton, two sides composite fibre strengthens calcium silicate board as non-dismantling formwork, the combined wall formed after utilizing special equipment cast in situs foam concrete, construct quick and convenient, construction cost significantly reduces, and solves traditional system wall body structure complicated, the problem that speed of application is slow, there is the gypsum plank of Alkali-resisting fiberglass mesh simultaneously at fiber reinforced calcium silicate board composite coated, substantially increase mechanical strength and the crack resistance of body of wall.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the steel work schematic diagram of the utility model in specific embodiment 1;
Fig. 3 is the concrete structural representation of the utility model in specific embodiment 2.
1 light steel main joist, 2 U-shaped bottom girders, 3 U-shaped back timbers, 4 foam concrete, 5 gypsum planks, 6 fiber reinforcement calcium silicate board with microporous, 7 glass fiber Alkali-resisting fiberglass meshs, 8 grouting mouths, 9 additional narrow keel in figure.
Detailed description of the invention
Example 1
As depicted in figs. 1 and 2: a kind of light steel latticework cast-in-place foamed concrete combined wall, primarily of some light steel main joists 1, U-shaped bottom girder 2 and U-shaped back timber 3 form, some light steel main joists 1 form wall skeleton, U-shaped bottom girder 2 and U-shaped back timber 3 are connected to light steel main joist 1 top, between U-shaped bottom girder 2 and U-shaped back timber 3, steel frame is installed, U-shaped bottom girder 2 is arranged some grouting mouths 8, light steel main joist 1 between U-shaped bottom girder 2 and U-shaped back timber 3 arranges additional narrow keel 9, light steel main joist 1 two sides respectively composite fibre strengthens calcium silicate board with microporous 6, foam concrete 4 is poured between two sides composite fibre enhancing calcium silicate board with microporous 6, composite fibre strengthens calcium silicate board with microporous 6 external surface composite gypsum board 5, gypsum plank 5 surface coating layer of glass Alkali-resisting fiberglass mesh 7.
Example 2
As shown in figures 1 and 3: a kind of light steel latticework cast-in-place foamed concrete combined wall, primarily of some light steel main joists 1, U-shaped bottom girder 2 and U-shaped back timber 3 form, some light steel main joists 1 form wall skeleton, U-shaped bottom girder 2 and U-shaped back timber 3 are connected to light steel main joist 1 top, concrete shear wall or concrete post are installed between U-shaped bottom girder 2 and U-shaped back timber 3, U-shaped bottom girder 2 is arranged some grouting mouths 8, light steel main joist 1 between U-shaped bottom girder 2 and U-shaped back timber 3 arranges additional narrow keel 9, light steel main joist 1 two sides respectively composite fibre strengthens calcium silicate board with microporous 6, foam concrete 4 is poured between two sides composite fibre enhancing calcium silicate board with microporous 6, composite fibre strengthens calcium silicate board with microporous 6 external surface composite gypsum board 5, gypsum plank 5 surface coating layer of glass Alkali-resisting fiberglass mesh 7.
Claims (2)
1. one kind light steel latticework cast-in-place foamed concrete combined wall, it is characterized in that forming primarily of some light steel main joists, U-shaped bottom girder and U-shaped back timber, some light steel main joists form wall skeleton, U-shaped bottom girder and U-shaped back timber are connected to light steel main joist top, light steel main joist two sides respectively composite fibre strengthens calcium silicate board with microporous, foam concrete is poured between two sides composite fibre enhancing calcium silicate board with microporous, composite fibre strengthens calcium silicate board with microporous external surface composite gypsum board, gypsum board surface coating layer of glass Alkali-resisting fiberglass mesh.
2. light steel latticework cast-in-place foamed concrete combined wall according to claim 1, is characterized in that U-shaped bottom girder being arranged some grouting mouths, and the light steel main joist between U-shaped bottom girder and U-shaped back timber arranges additional narrow keel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520196122.2U CN204531076U (en) | 2015-03-30 | 2015-03-30 | Light steel latticework cast-in-place foamed concrete combined wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520196122.2U CN204531076U (en) | 2015-03-30 | 2015-03-30 | Light steel latticework cast-in-place foamed concrete combined wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204531076U true CN204531076U (en) | 2015-08-05 |
Family
ID=53745101
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520196122.2U Expired - Fee Related CN204531076U (en) | 2015-03-30 | 2015-03-30 | Light steel latticework cast-in-place foamed concrete combined wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204531076U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105089146A (en) * | 2015-08-17 | 2015-11-25 | 山东美森环保科技有限公司 | Plant integrated green building system and construction method thereof |
| CN106639034A (en) * | 2015-10-30 | 2017-05-10 | 张引强 | Housing structure, outer wall body and forming method of outer wall body |
| CN108756052A (en) * | 2018-06-15 | 2018-11-06 | 湖南省异格建筑节能工程有限公司 | A kind of cast-in-place foamed concrete PVC skeletons combined wall and its construction method |
| CN108797890A (en) * | 2018-08-30 | 2018-11-13 | 天津大学建筑设计研究院 | Light steel grating concrete superposed column |
| CN108999336A (en) * | 2018-08-30 | 2018-12-14 | 天津大学建筑设计研究院 | Light steel grating concrete composite beam |
| CN108999335A (en) * | 2018-08-30 | 2018-12-14 | 天津大学建筑设计研究院 | Light steel grating concrete building system |
| CN109505366A (en) * | 2016-07-25 | 2019-03-22 | 崔日盛 | Double measure heat-insulation and heat-preservation brick-less wall |
| CN112922224A (en) * | 2021-04-14 | 2021-06-08 | 广东悦丰建筑工程有限公司 | Prefabricated external wall panel |
-
2015
- 2015-03-30 CN CN201520196122.2U patent/CN204531076U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105089146A (en) * | 2015-08-17 | 2015-11-25 | 山东美森环保科技有限公司 | Plant integrated green building system and construction method thereof |
| CN106639034A (en) * | 2015-10-30 | 2017-05-10 | 张引强 | Housing structure, outer wall body and forming method of outer wall body |
| CN109505366A (en) * | 2016-07-25 | 2019-03-22 | 崔日盛 | Double measure heat-insulation and heat-preservation brick-less wall |
| CN108756052A (en) * | 2018-06-15 | 2018-11-06 | 湖南省异格建筑节能工程有限公司 | A kind of cast-in-place foamed concrete PVC skeletons combined wall and its construction method |
| CN108797890A (en) * | 2018-08-30 | 2018-11-13 | 天津大学建筑设计研究院 | Light steel grating concrete superposed column |
| CN108999336A (en) * | 2018-08-30 | 2018-12-14 | 天津大学建筑设计研究院 | Light steel grating concrete composite beam |
| CN108999335A (en) * | 2018-08-30 | 2018-12-14 | 天津大学建筑设计研究院 | Light steel grating concrete building system |
| CN108797890B (en) * | 2018-08-30 | 2023-12-15 | 天津大学建筑设计规划研究总院有限公司 | Light steel grating concrete superposed column |
| CN108999336B (en) * | 2018-08-30 | 2023-12-19 | 天津大学建筑设计规划研究总院有限公司 | Light steel grid concrete superposed beam |
| CN108999335B (en) * | 2018-08-30 | 2023-12-29 | 天津大学建筑设计规划研究总院有限公司 | Light steel grating concrete house system |
| CN112922224A (en) * | 2021-04-14 | 2021-06-08 | 广东悦丰建筑工程有限公司 | Prefabricated external wall panel |
| CN112922224B (en) * | 2021-04-14 | 2022-07-22 | 广东悦丰建筑工程有限公司 | Prefabricated external wall panel |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204531076U (en) | Light steel latticework cast-in-place foamed concrete combined wall | |
| CN103015565B (en) | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method | |
| CN101974956B (en) | Built-in latticed steel frame exterior protected structural slab as well as building and production and construction method thereof | |
| CN201826433U (en) | Envelope structural board with internal steel lattice frame, and building having envelope structural board | |
| CN103114663A (en) | Assemble type multifunctional outer wall body and production and installation method thereof | |
| CN102691363A (en) | Foam concrete composite heat preservation wall body with concrete blocks and construction method thereof | |
| CN206570920U (en) | One kind utilizes ALC plates design production assembled architecture | |
| CN205046685U (en) | External heated board of prefabricated masonry wall | |
| WO2015120794A1 (en) | Building component replacing plaster layer with prefabricated panel protection layer | |
| CN103510723A (en) | Integrally assembled type frame structure housing system | |
| CN105804292A (en) | Environment-friendly and energy-saving integrated cast-in-situ lightweight concrete wall and construction method thereof | |
| CN103104094A (en) | Construction method of lattice light-gauge steel house | |
| CN202787570U (en) | Prefabricated integral reinforced concrete load bearing wall | |
| CN105401654A (en) | Environment-friendly assembled type ecological house and construction method thereof | |
| CN210032319U (en) | Steel construction assembled ecological house wallboard | |
| CN204491984U (en) | Stone facing precast wall panel and external wall system | |
| CN106499045A (en) | A kind of prefabricated composite construction parapet and construction method | |
| CN103774777A (en) | Assembly type skeleton multi-ribbed beam-plate composite structure big plate | |
| CN110409700B (en) | Composite prefabricated inner wallboard for prefabricated building | |
| CN205688576U (en) | A kind of steel construction shaped pile frame Bracing Systems | |
| CN209429309U (en) | A kind of sandwich heat preservation overlapped shear wall L shape connecting node construction | |
| CN203961115U (en) | A kind of decoration integrated Multi-function light concrete composite plates of self-heat conserving and curtain wall | |
| CN207568062U (en) | Partial precast sandwich type wall panel and its wall body structure and building | |
| CN207331960U (en) | The passive room node of steel construction dry-hung plate Curtain Wall | |
| CN205444514U (en) | Bearing light insulation intergral template |
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: 20150805 Termination date: 20200330 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |