CN201424807Y - Non-bearing cast-in-situ wall body hollow construction mold - Google Patents
Non-bearing cast-in-situ wall body hollow construction mold Download PDFInfo
- Publication number
- CN201424807Y CN201424807Y CN2009200563612U CN200920056361U CN201424807Y CN 201424807 Y CN201424807 Y CN 201424807Y CN 2009200563612 U CN2009200563612 U CN 2009200563612U CN 200920056361 U CN200920056361 U CN 200920056361U CN 201424807 Y CN201424807 Y CN 201424807Y
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- Prior art keywords
- hollow
- exterior sheathing
- cystosepiment
- situ wall
- inner formword
- 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
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- 238000010276 construction Methods 0.000 title claims abstract description 32
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 18
- 239000000463 material Substances 0.000 claims description 2
- 238000000465 moulding Methods 0.000 abstract description 9
- 238000005516 engineering process Methods 0.000 abstract description 4
- 238000009413 insulation Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 2
- 238000011031 large-scale manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
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Abstract
The utility model discloses a non-bearing cast-in-situ wall body hollow construction mold, which comprises relative exterior moulding plates, rib columns, bolts, casings, and nuts; hollow built-in molding plates are arranged between the relative exterior moulding plates. For the non-bearing cast-in-situ wall body hollow construction mold, after the cast-in-situ lightweight concrete between the hollow built-in molding plates and the exterior moulding plates is basically concreted, the hollow built-in moulding plates can be taken away, and the bolts, the nuts, the rib columns, and the exterior moulding plates can be disassembled; a hollow layer or a sandwiching hollow layer is formed in the wall body. The non-bearing cast-in-situ wall body hollow construction mold has simple construction technology, fast construction speed, easy mould removing; and the utility model can be reused.
Description
Technical field
The utility model relates to a kind of non-bearing cast-in-situ wall hollow construction mould that architectural body of wall is used that is used for.
Background technology
The retaining wall of building main body frame (comprising interior wall, exterior wall) is the emphasis of energy-saving building technology, people develop some new type blocks and wallboard in succession, as the non-bearing wall body construction mould of developing in 2002 (ZL02226498.1), the high-story house that its wallboard is fit to the main body frame non-bearing wall body uses, be a kind of globality shock resistance better, the comparatively desirable body of wall of price, but the insulation of this wallboard, heat insulation, sound insulation also do not reach the energy-conservation standard of country.World energy sources is in short supply at present, the situation is tense for environment, the world's body of wall energy-saving and thermal insulating and the anti-seismic technology that comprise developed country also do not obtain basic change, so far also do not have a kind of incorporate bodies of wall of performance realization construction energy-saving structure such as insulation, heat insulation, sound insulation, weather-proof, antidetonation of can system resolving in the world.For this reason, develop a kind of novel non-bearing cast-in-place light concrete hollow and be incubated the body of wall of antidetonation for being badly in need of.
Summary of the invention
The utility model is to have obtained improvement on the Chinese patent ZL02226498.1 non-bearing wall body construction mould basis the applicant, its objective is for provide a kind of can assembled on site, molding speed is fast, the construction mould of the cast-in-place hollow wall of non-bearing that working procedure is simple, labour intensity is little, template can be repeatedly used.
Main technical schemes of the present utility model is: this non-bearing cast-in-situ wall hollow construction mould, comprise relative exterior sheathing 1 and rib post 2, bolt 3, sleeve pipe 4, nut 5, and between relative exterior sheathing 1, be provided with the built-in template of hollow.
The built-in template of hollow in the utility model can be the inner formword 11 that is oppositely arranged, and also can be cystosepiment 14.Exterior sheathing 1, rib post 2, bolt 3, sleeve pipe 4, nut 5, inner formword 11, standpipe 10, cystosepiment 14, cushion block 13 etc. can be pre-processed, when utilizing the beam column of building main body frame to assemble at the construction field (site), the support of cooperation by bolt 3 and nut 5 and sleeve pipe 4, cushion block 13 makes the fixed-site of relative exterior sheathing 1, rib post 2 and inner formword 11 or cystosepiment 14 promptly form the hollow wall construction mould.By concrete pump light weight concrete construction is sent into position between exterior sheathing 1, rib post 2 and inner formword 11 or the cystosepiment 14, treat to take away after light weight concrete construction solidifies substantially standpipe 10, inner formword 11 (not taking cystosepiment 14 away), unclamp bolt 3 and nut 5, remove rib post 2, exterior sheathing 1 promptly forms non-bearing cast-in-situ wall hollow layer or sandwich hollow layer.The utility model molding speed is fast, working procedure is simple, labour intensity is little, template can be repeatedly used.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further details.
Fig. 1 is the utility model non-bearing cast-in-situ wall hollow construction mould section structure schematic diagram;
Fig. 2 is the sandwich hollow construction mould of a utility model non-bearing cast-in-situ wall section structure schematic diagram;
Fig. 3 is the structural representation of cushion block among the utility model embodiment.
The specific embodiment
Embodiment one
As shown in Figure 1, present embodiment is a non-bearing cast-in-situ wall hollow construction mould, and the rib post 2 that comprises relative exterior sheathing 1 and be arranged at the exterior sheathing outside is provided with relative inner formword 11 between relative exterior sheathing 1.Standpipe 10 is arranged between relative inner formword 11, and cushion block 13 is fixed between exterior sheathing 1 and the inner formword 11 and between rib post 2 and the inner formword 11.As shown in Figure 3, the cross section of cushion block 13 is triangles.Bolt 3 runs through rib post 2, exterior sheathing 1 and the sleeve pipe 4 between rib post 2 or exterior sheathing cooperates with nut 5, also has bolt 3 directly to run through the sleeve pipe 4 that exterior sheathing 1 reaches between exterior sheathing and cooperates with nut 5.
The width dimensions of inner formword 11 is the headroom size between the adjacent casing 4, and the slit of inner formword 11 lateral surfaces is sealed with tar felt class material 12.Inner formword 11 fixed dimension normally in the present embodiment; make to typing; only be positioned at the template that template one end has indivedual specific dimensions; the mould of being made up of most typified forms and the special-shaped template of minority is convenient to large-scale production like this; when utilizing the beam column of building main body frame to assemble at the construction field (site), by bolt 3 and nut 5 cooperate and the support of sleeve pipe 4, cushion block 13 makes the fixed-site of exterior sheathing 1, rib post 2 and inner formword 11 promptly form body of wall hollow construction mould.After cast-in-place light weight concrete construction solidifies substantially between exterior sheathing 1, rib post 2 and the inner formword 11, take standpipe 10, inner formword 11 away, unclamp bolt 3 and nut 5, remove rib post 2, exterior sheathing 1, the body of wall middle part promptly forms hollow layer.
Embodiment two
As shown in Figure 2, present embodiment is the sandwich hollow construction mould of non-bearing cast-in-situ wall, and the rib post 2 that comprises relative exterior sheathing 1 and be arranged at the exterior sheathing outside is provided with cystosepiment 14 between relative exterior sheathing 1, and circular hole 15 is arranged in the middle of cystosepiment 14.Cushion block 13 is fixed between exterior sheathing 1 and the cystosepiment 14 and the position between rib post 2 and the cystosepiment 14.Bolt 3 runs through rib post 2, exterior sheathing 1, cystosepiment 14 and the sleeve pipe 4 between rib post 2 or exterior sheathing and cooperates with nut 5, also has bolt 3 directly to run through exterior sheathing 1, cystosepiment 14 and the sleeve pipe 4 between exterior sheathing and cooperates with nut 5.
Claims (5)
1, a kind of non-bearing cast-in-situ wall hollow construction mould comprises relative exterior sheathing (1) and rib post (2), bolt (3), sleeve pipe (4), nut (5), it is characterized in that: be provided with the built-in template of hollow between relative exterior sheathing (1).
2, a kind of non-bearing cast-in-situ wall hollow construction mould as claimed in claim 1, it is characterized in that: the built-in template of described hollow is relative inner formword (11), is provided with standpipe (10) between the relative inner formword (11); Cushion block (13) is fixed between exterior sheathing (1) and the inner formword (11) and between rib post (2) and the inner formword (11).
3, a kind of non-bearing cast-in-situ wall hollow construction mould according to claim 2, it is characterized in that: the width dimensions of inner formword (11) is the headroom size between the adjacent casing (4); The slit of inner formword (11) lateral surface is sealed with tar felt class material (12).
4, a kind of non-bearing cast-in-situ wall hollow construction mould according to claim 1, it is characterized in that: the built-in template of described hollow is cystosepiment (14), is provided with circular hole (15) in the middle of cystosepiment (14), sleeve pipe (4) runs through cystosepiment (14); Cushion block (13) is fixed between exterior sheathing (1) and the cystosepiment (14) and the position between rib post (2) and the cystosepiment (14).
5, according to claim 2 or 3 or 4 described a kind of non-bearing cast-in-situ wall hollow construction moulds, it is characterized in that: the cross section of cushion block (13) is a triangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200563612U CN201424807Y (en) | 2009-05-12 | 2009-05-12 | Non-bearing cast-in-situ wall body hollow construction mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200563612U CN201424807Y (en) | 2009-05-12 | 2009-05-12 | Non-bearing cast-in-situ wall body hollow construction mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201424807Y true CN201424807Y (en) | 2010-03-17 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200563612U Expired - Lifetime CN201424807Y (en) | 2009-05-12 | 2009-05-12 | Non-bearing cast-in-situ wall body hollow construction mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201424807Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102235045A (en) * | 2010-04-30 | 2011-11-09 | 广州市壁圣专利技术开发有限公司 | Wall building method for casting non-bearing wall on site |
| CN104100033A (en) * | 2013-04-03 | 2014-10-15 | 马义和 | Compound building element also used as template, and digitized production method thereof |
| CN104100059A (en) * | 2013-04-03 | 2014-10-15 | 马义和 | Multipurpose combined building component and digital production method thereof |
| CN106639033A (en) * | 2015-10-30 | 2017-05-10 | 曾敏 | Cast-in-place hollow wall and manufacturing method thereof |
| CN112523502A (en) * | 2020-12-14 | 2021-03-19 | 广东二十冶建设有限公司 | Machining die and construction method of hollow decorative column |
-
2009
- 2009-05-12 CN CN2009200563612U patent/CN201424807Y/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102235045A (en) * | 2010-04-30 | 2011-11-09 | 广州市壁圣专利技术开发有限公司 | Wall building method for casting non-bearing wall on site |
| CN104100033A (en) * | 2013-04-03 | 2014-10-15 | 马义和 | Compound building element also used as template, and digitized production method thereof |
| CN104100059A (en) * | 2013-04-03 | 2014-10-15 | 马义和 | Multipurpose combined building component and digital production method thereof |
| CN104100059B (en) * | 2013-04-03 | 2018-03-30 | 马义和 | A kind of Multipurpose composite building element and its digital production method |
| CN104100033B (en) * | 2013-04-03 | 2018-04-13 | 马义和 | A kind of combined type building element for also serving as template and its digital production method |
| CN106639033A (en) * | 2015-10-30 | 2017-05-10 | 曾敏 | Cast-in-place hollow wall and manufacturing method thereof |
| CN112523502A (en) * | 2020-12-14 | 2021-03-19 | 广东二十冶建设有限公司 | Machining die and construction method of hollow decorative column |
| CN112523502B (en) * | 2020-12-14 | 2022-07-08 | 广东二十冶建设有限公司 | Machining die and construction method of hollow decorative column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: GUANGZHOU BISHENG PATENT TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: JIANG SHENGPENG Effective date: 20100722 Free format text: FORMER OWNER: LU PEIQING |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 430050 UNIT 2, BUILDING 2, NO.47, ZHIYIN WEST VILLAGE, GUOCIKOU, HANYANG DISTRICT, WUHAN CITY, HUBEI PROVINCE TO: 510660 NO.7, BOTTOM FLOOR, BUILDING 3, GUANGZHENG FACTORY BUILDING, NO.1, CHEPOBEIMEN STREET, TIANHE DISTRICT, GUANGZHOU CITY, GUANGDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20100722 Address after: 510660, Guangdong, Tianhe District, Guangzhou, north gate of Che Yi Street, No. 1 light workshop, third floor, Gate No. 7 Patentee after: Guangzhou Bisheng Patented Technology Development Co.,Ltd. Address before: 430050, Hubei Province, Hanyang District, Wuhan Guo Tong Kou Xin Tong West Village No. 2, building 47, 2 doors Co-patentee before: Lu Peiqing Patentee before: Jiang Shengpeng |
|
| ASS | Succession or assignment of patent right |
Owner name: HENGYANG BISHENG WALLS DEVELOPMENT CO., LTD. Free format text: FORMER OWNER: GUANGZHOU BISHENG PATENT SCIENCE AND TECHNOLOGY DEVELOPMENT CO., LTD. Effective date: 20101102 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 510660 UNIT 7, BOTTOM FLOOR, BUILDING 3, GUANGZHENG FACTORY BUILDING, NO.1, BEIMEN AVENUE, CHEPO, TIANHE DISTRICT, GUANGZHOU CITY, GUANGDONG PROVINCE TO: 421001 INDUSTRY PARK, YUNJI, HENGNAN COUNTY, HENGYANG CITY, HU'NAN PROVINCE |
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| TR01 | Transfer of patent right |
Effective date of registration: 20101102 Address after: 421001, Hunan Hengyang Hengnan County Industrial Park gathered Patentee after: Hengyang Wall Development Co., Ltd. St. wall Address before: 510660, Guangdong, Tianhe District, Guangzhou, north gate of Che Yi Street, No. 1 light workshop, third floor, Gate No. 7 Patentee before: Guangzhou Bisheng Patented Technology Development Co.,Ltd. |
|
| ASS | Succession or assignment of patent right |
Owner name: GUANGZHOU XUANDE BUILDING TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: HENGYANG BISHENG WALLS DEVELOPMENT CO., LTD. Effective date: 20120828 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 421001 HENGYANG, HUNAN PROVINCE TO: 510663 GUANGZHOU, GUANGDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20120828 Address after: 510663 Guangdong province high tech Industrial Development Zone of Guangzhou city science and technology innovation base on Road No. 80 G District 317-319 unit Patentee after: Guangzhou Xuan Construction Technology Co., Ltd. Address before: 421001, Hunan Hengyang Hengnan County Industrial Park gathered Patentee before: Hengyang Wall Development Co., Ltd. St. wall |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100317 |