CN102767261B - Hollow combined filling wall and construction method thereof - Google Patents
Hollow combined filling wall and construction method thereof Download PDFInfo
- Publication number
- CN102767261B CN102767261B CN201210281140.1A CN201210281140A CN102767261B CN 102767261 B CN102767261 B CN 102767261B CN 201210281140 A CN201210281140 A CN 201210281140A CN 102767261 B CN102767261 B CN 102767261B
- Authority
- CN
- China
- Prior art keywords
- pregroove
- construction method
- cross
- groups
- font
- 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.)
- Active
Links
Landscapes
- Building Environments (AREA)
Abstract
The invention discloses a hollow combined filling wall using prefabricated grooved members and a construction method of the hollow combined filling wall. The hollow combined filling wall comprises the prefabricated grooved members (1), wherein the cross sections of the prefabricated grooved members (1) are shaped like a Chinese character ''ao'' (namely, concave), are E-shaped or are both shaped like a Chinese character ''ao'' and E-shaped alternatively. In the construction process, a plurality of prefabricated grooved members are arranged and combined together according to different combination methods, and integrated by caulking through cementing materials; prefabricated ribs or cast-in-place ribs are added according to specific conditions; thermal insulation materials are filled in the grooves. The hollow combined filling wall has overall economic indexes and a construction period, which are better than those of the existing autoclaved aerated block filling wall or hollow inner mould metal net cement interior partition wall, has the advantages of high industrialized production degree and simple site operation process, thereby making up the defects in the prior art.
Description
Technical field
The present invention relates to a kind of construction wall and construction method thereof, particularly relate to a kind of infilled wall and construction method thereof.
Background technology
Building infilled wall is the enclosed structure of building, measures the performances such as large and wide, its sound insulation, heat insulation, intensity, fire prevention, protection against the tide, waterproof, functional performance and security performance that directly impact is built.Along with the progress in epoch and the requirement of environmental protection, the epoch of Qin brick and Han tile finish already, new wall material is constantly released, at present, aerated concrete building block is more as infilled wall, in addition, hollow steel framework at center cement metal mesh interior partition wall is also widely adopted, the problem existing is, shortage along with China's manpower, labour cost is multiplied, corresponding being greatly improved of cost of existing infilled wall, in addition, the intensity of aerated concrete building block infilled wall is lower to be unfavorable for safety and to whitewash, its deadweight improves agent structure cost compared with conference, the poor structural seismic that is unfavorable for of its globality, and obtaining complicated construction technique, hollow steel framework at center cement metal mesh interior partition wall make the duration longer.Therefore, researching and developing novel infilled wall short, that cost is low, performance is excellent of a kind of duration has great importance.
Summary of the invention
Technical problem to be solved by this invention is: a kind of middle idle pattern infilled wall and construction method thereof are provided, its comprehensive economic index and construction period are better than existing aerated concrete building block infilled wall or hollow steel framework at center cement metal mesh interior partition wall, have that batch production production degree is high, the simple advantage of site construction technology.
Technical scheme of the present invention is: hollow infilled wall comprises channel member, and it is alternate with " E " font that pregroove element cross-section is " recessed " font or " E " font or " recessed " font.During site operation, according to different combined methods by some pregroove member permutation and combination together, and become one with cementitious material filleting.According to actual conditions, fill insulant material in the groove of pregroove member.
A kind of construction method A of middle idle pattern infilled wall: two groups of pregroove members are joined end to end and arranged along cross-sectional direction, again by vertically by two groups of groove faces of arranging in opposite directions make-up be connected and combine, the connecting place of pregroove member is bonding with cementitious material filleting.While combining according to construction method A, can arrange half cross-sectional width of dislocation by two groups combines.
A kind of construction method B of middle idle pattern infilled wall: two groups of pregroove members are joined end to end and arranged along cross-sectional direction, by one group of vertical one group of transversely arranged, groove face, be connected and combine in opposite directions again, the connecting place of pregroove member is bonding with cementitious material filleting.
A kind of construction method C of middle idle pattern infilled wall: combined by three groups of arrangements, the two groups of pregroove members in outside join end to end and arrange and the corrugated surface of two groups is arranged in opposite directions along cross-sectional direction, middle one group of arranging towards the opposite interlocking by adjacent corrugated surface, arrange all by vertically combining the connecting place of pregroove member cementitious material filleting for three groups.
While combining according to construction method C, can do following conversion:
(1) in the middle of, one group is arranged in combination and arranges half cross-sectional width of dislocation with two groups, outside and combine.
(2) two groups, outside is arranged as vertical, middle one group and is arranged as and laterally combines or two groups, outside is arranged as horizontal, middle one group and is arranged as vertically and combines.
The construction method A of aforementioned middle idle pattern infilled wall or B or C: by outside, arrange longitudinally recombinant of half cross-sectional width of dislocation.
The construction method A of aforementioned middle idle pattern infilled wall or B or C: between vertically disposed pregroove member, be provided with arrangement of reinforcement and now smear perpendicular rib and make it mutually bonding.
The construction method A of aforementioned middle idle pattern infilled wall or B or C: between vertically disposed pregroove member, be provided with prefabricated perpendicular rib, adopt cementitious material filleting to make it mutually bonding.
Each of aforementioned middle idle pattern infilled wall layer arranged and adopted the pregroove member of different materials to combine.
The present invention adopts simple pregroove member, utilize various arrangement cleverly and combined method, construct the abundant infilled wall form of various forms, can meet the different user demands that require, pregroove member is prefabricated in batches in factory, thereby greatly improved production efficiency, saved labour cost.The cavity that pregroove Component composition forms is conducive to improve the sound insulation of infilled wall, heat insulation, fireproof performance.
Adopt two row's pregroove members by vertical counterpart combination, construct vertical core cavity internal partition wall, during installation, levels floor location is fixed at the upper and lower two ends of pregroove member, construction simple and fast.
Two row's pregroove members are combined by vertical counterpart half cross-sectional width that misplaces, can make the internal partition wall reduced thickness that is combined into half, be conducive to improve usable floor area, in addition, half cross-sectional width that misplaces combines the spacing that can make channel member mutually support and reduces half, the thickness that is conducive to improve the bearing capacity of channel member panel or reduces channel member panel.
By the vertical row of a row, laterally combine in opposite directions, can construct horizontal and vertical hole diconnected cavity internal partition wall, its two-direction hole is conducive to bury underground two-way pipeline, and its two-way rib is conducive to improve the globality of body of wall and the bearing capacity of both direction.
Adopt three row's pregroove members by vertical combination, can construct double-deck vertical core cavity and divide indoor partition wall and outdoor internal partition wall, double-deck vertical core is not only conducive to two families poling respectively, and can improve the sound insulation of partition wall, heat insulation and fireproof performance.
Middle one group is arranged in combination and is combined with outside half cross-sectional width of two groups of arrangement dislocation, and the spacing that can make channel member mutually support reduces half, the thickness that is conducive to improve the bearing capacity of channel member panel or reduces channel member panel.
Two groups, outside is arranged as vertical, middle one group and is arranged as laterally and combines, the not connected cavity of double-layer double-direction be can construct and indoor partition wall and outdoor internal partition wall divided, double-layer double-direction hole is not only conducive to two families poling respectively, and can improve the sound insulation of partition wall, heat insulation and fireproof performance, its two-way rib is conducive to improve the globality of body of wall and the bearing capacity of both direction.
By outside, arrange longitudinally recombinant of half cross-sectional width of dislocation, can be used for constructing the body of wall that floor height is larger, also provide a kind of method that pregroove member is constructed by building block, can construct the partition wall at vertical staggered vertical core simultaneously.
Arrangement of reinforcement is set between vertically disposed channel member and now smears perpendicular rib, not only can strengthen being connected of body of wall and levels floor, and can improve bearing capacity and the anti-seismic performance of body of wall.
Prefabricated perpendicular rib is set between vertically disposed channel member, is conducive to improve batch production production degree and construction efficiency, can the reduction of erection time, reduce costs.
Each layer arranged and adopted the channel member of different materials to combine, and the channel member that can adopt different materials to make according to the metope of different demands, is conducive to reduce costs.
Compared with prior art, pregroove component form of the present invention is simple, is convenient to batch production and produces, and draws materials flexibly, and construction technology is simple, on-the-spot quick for installation, conducts oneself with dignity lighter, and comprehensive cost reduces greatly.In addition, construction method of the present invention is not only ingenious but also simple, can construct the body of wall of various ways, meet the performance requirement of various bodies of wall, having increased substantially body of wall is connected with the reliable of agent structure, and greatly improved the globality of body of wall self, thus greatly improved the anti-seismic performance of body of wall, can be because falling apart of self do not caused the secondary injury to people as traditional masonry when earthquake.
Accompanying drawing explanation
Fig. 1 ~ Fig. 3 is the structural representation of pregroove member of the present invention;
Fig. 4 is construction method A schematic diagram of the present invention;
Fig. 5 is construction method B schematic diagram of the present invention;
Fig. 6～Fig. 9 is 4 kinds of various combination mode schematic diagrames of construction method C of the present invention;
Figure 10 is the placement schematic diagram of prefabricated perpendicular rib;
Figure 11 is the cross sectional representation of prefabricated perpendicular rib.
The specific embodiment
embodiment 1:pregroove member 1(depth of groove 90, width 600, length 2800, thickness of slab 25, cross section is " recessed " font) adopt industrial waste ardealite to transport to job site after factory's batch production, as Fig. 4 misplaces pregroove member 1 in opposite directions, half cross-sectional width make-up is arranged as two rows, levels floor location is fixed at two ends, adopts bonding gypsum filleting, brushing gypsum facing, fill insulant material in groove.
embodiment 2:pregroove member 1(depth of groove 90, width 600, length 2800, thickness of slab 25, cross section is " recessed " font) adopt cement mortar to transport to job site after factory's batch production, as Fig. 5 joins end to end two groups of pregroove members 1 to arrange along cross-sectional direction, by one group of vertical one group of transversely arranged, groove face, be connected and combine in opposite directions again, levels floor location is fixed at two ends, adopts bonding gypsum filleting, brushing gypsum facing, fill insulant material in groove.
embodiment 3:pregroove member 1(depth of groove 90, width 600, length 2800, thickness of slab 25, cross section is " recessed " font) adopt industrial waste ardealite to transport to job site after factory's batch production, as Fig. 6 adopts three row's combinations, outside two row's pregroove members 1 are make-up in opposite directions, middle one group by adjacent corrugated surface towards the opposite staggered, arrange and with outside two half of misarrangement position width, levels floor location is fixed at two ends, adopt bonding gypsum filleting, brushing gypsum facing, fill insulant material in groove.
embodiment 4:pregroove member 1(depth of groove 90, width 600, length 2800, thickness of slab 25, cross section is " recessed " font) adopt industrial waste ardealite to transport to job site after factory's batch production, as Fig. 7 adopts three row's combinations, outside two row's pregroove members 1 are make-up in opposite directions, middle one group by adjacent corrugated surface towards the opposite staggered, arrange and with outside two half of misarrangement position width, levels floor location is fixed at two ends, adopt bonding gypsum filleting, brushing gypsum facing, fill insulant material in groove.
embodiment 5:pregroove member 1(depth of groove 90, width 600, length 2800, thickness of slab 25, cross section is " recessed " font) adopt industrial waste ardealite to transport to job site after factory's batch production, as Fig. 8 adopts three row's combinations, outside two row's pregroove members 1 are make-up in opposite directions, middle one group by adjacent corrugated surface towards the opposite staggered, arrange and with outside two half of misarrangement position width, levels floor location is fixed at two ends, adopt bonding gypsum filleting, brushing gypsum facing, fill insulant material in groove.
embodiment 6:pregroove member 1(depth of groove 90, width 600, length 2800, thickness of slab 25, cross section is " recessed " font) adopt industrial waste ardealite to transport to job site after factory's batch production, as Fig. 9 adopts three row's combinations, outside two row's pregroove members 1 are make-up in opposite directions, middle one group by adjacent corrugated surface towards the opposite staggered, arrange and with outside two half of misarrangement position width, levels floor location is fixed at two ends, adopt bonding gypsum filleting, brushing gypsum facing, fill insulant material in groove.
embodiment 7:pregroove member 1(depth of groove 90, width 600, length 900, thickness of slab 25, cross section is " recessed " font) adopt industrial waste desulfurated plaster to transport to job site after factory's batch production, adopt masonry mortar, as Fig. 4 is arranged as two rows and carries out first floor and build by laying bricks or stones by misplace in opposite directions half width make-up of pregroove member 1, by same arrangement and first floor half width that misplaces, carry out the second layer and build by laying bricks or stones thereon, the same manner and the second layer half width that misplaces carries out the 3rd layer and builds by laying bricks or stones, upper end is adhesively fixed with bonding gypsum filleting and top floor, adopt brushing gypsum facing, fill insulant material in groove.
embodiment 8:pregroove member 1(depth of groove 90, width 600, length 2800, thickness of slab 25, cross section is " recessed " font) adopt industrial waste ardealite to transport to job site after factory's batch production, as Figure 10 is arranged as two rows by pregroove member 1 make-up that misplaces in opposite directions, between contiguous prefabricated channel member 1, add prefabricated perpendicular rib, levels floor location is fixed at two ends, adopts bonding gypsum filleting, brushing gypsum facing, fill insulant material in groove.
embodiment 9:pregroove member 1(depth of groove 90, width 600, length 2800, thickness of slab 25, cross section is " recessed " font) adopt industrial waste ardealite to transport to job site after factory's batch production, as Figure 10 is arranged as two rows by pregroove member 1 make-up that misplaces in opposite directions, levels floor location is fixed at two ends, between the contiguous prefabricated channel member 1 of homonymy, lays reinforcing bar, now smears perpendicular rib pregroove member is connected, adopt again bonding gypsum filleting, brushing gypsum facing, fill insulant material in groove.
Pregroove member 1 cross section is that the construction method separately time is identical with above-mentioned embodiment with " E " font for " E " font or " recessed " font.
Claims (7)
1.
a kind of construction method A of middle idle pattern infilled wall, comprise pregroove member (1), the cross section of pregroove member (1) is " recessed " font, it is characterized in that: two groups of pregroove members (1) are joined end to end and arranged along cross-sectional direction, again by vertically two groups of groove faces of arranging are misplaced half cross-sectional width in opposite directions make-up be connected and combine, the connecting place of pregroove member (1) is bonding with cementitious material filleting.
2.
a kind of construction method B of middle idle pattern infilled wall, comprise pregroove member (1), the cross section of pregroove member (1) is " recessed " font, it is characterized in that: two groups of pregroove members (1) are joined end to end and arranged along cross-sectional direction, by one group of vertical one group of transversely arranged, groove face, be connected and combine in opposite directions again, the connecting place of pregroove member (1) is bonding with cementitious material filleting.
3.
a kind of construction method C of middle idle pattern infilled wall, comprise pregroove member (1), the cross section of pregroove member (1) is " recessed " font, it is characterized in that: by three groups of arrangements, combined, the two groups of pregroove members in outside (1) join end to end and arrange and the corrugated surface of two groups is arranged in opposite directions along cross-sectional direction, middle one group of arranging towards the opposite interlocking by adjacent corrugated surface, arrange all by vertically combining the connecting place cementitious material filleting of pregroove member (1) for three groups.
4.
construction method according to a kind of middle idle pattern infilled wall described in arbitrary claim in claim 1～3, is characterized in that: between vertically disposed pregroove member (1), be provided with arrangement of reinforcement and now smear perpendicular rib and make it mutually bonding.
5.
construction method according to a kind of middle idle pattern infilled wall described in arbitrary claim in claim 1～3, is characterized in that: between vertically disposed pregroove member (1), be provided with prefabricated perpendicular rib, adopt cementitious material filleting to make it mutually bonding.
6.
construction method according to a kind of middle idle pattern infilled wall described in arbitrary claim in claim 1～3, is characterized in that: each layer arranged the pregroove member (1) that adopts different materials, fill insulant material in groove.
7.
construction method according to a kind of middle idle pattern infilled wall described in arbitrary claim in claim 1～3, is characterized in that: in the groove of described pregroove member (1), have a rib and cross section to be to have in " E " font or groove one to be the rib and the cross section that are interrupted shape to be " E " font alternate with " recessed " font.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210281140.1A CN102767261B (en) | 2012-08-09 | 2012-08-09 | Hollow combined filling wall and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210281140.1A CN102767261B (en) | 2012-08-09 | 2012-08-09 | Hollow combined filling wall and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102767261A CN102767261A (en) | 2012-11-07 |
| CN102767261B true CN102767261B (en) | 2014-11-26 |
Family
ID=47094809
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210281140.1A Active CN102767261B (en) | 2012-08-09 | 2012-08-09 | Hollow combined filling wall and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102767261B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035065A (en) * | 2017-06-16 | 2017-08-11 | 王勇 | Make-up squeezes the omnipotent multiple-grooved bar template of hanging fast-assembling no-crack crack resistence |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08260591A (en) * | 1995-03-23 | 1996-10-08 | Hiroyasu Yageta | Prefabricated wall construction and it wall frame panel |
| CN2515314Y (en) * | 2001-10-19 | 2002-10-09 | 郭清谅 | Structure of partition wall |
| JP3990704B2 (en) * | 2005-03-24 | 2007-10-17 | 日本住宅パネル工業協同組合 | Interior panel, interior panel construction method |
| CN101198755A (en) * | 2004-09-23 | 2008-06-11 | 熊·T.·阮 | Prefabricated universal structural steel panel and panel system |
| CN201292606Y (en) * | 2008-11-14 | 2009-08-19 | 南京华韵建筑科技发展有限公司 | Concrete prefabricated element |
| CN202220399U (en) * | 2011-09-08 | 2012-05-16 | 长沙华坤建材科技有限公司 | Unilaterally-opend wallboard |
| CN102535841A (en) * | 2011-12-12 | 2012-07-04 | 中冶建工集团有限公司 | Construction technology of prefabricated wall panel |
| CN202689324U (en) * | 2012-08-09 | 2013-01-23 | 贵州皆盈科技开发有限公司 | Hollow combined filler wall |
-
2012
- 2012-08-09 CN CN201210281140.1A patent/CN102767261B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08260591A (en) * | 1995-03-23 | 1996-10-08 | Hiroyasu Yageta | Prefabricated wall construction and it wall frame panel |
| CN2515314Y (en) * | 2001-10-19 | 2002-10-09 | 郭清谅 | Structure of partition wall |
| CN101198755A (en) * | 2004-09-23 | 2008-06-11 | 熊·T.·阮 | Prefabricated universal structural steel panel and panel system |
| JP3990704B2 (en) * | 2005-03-24 | 2007-10-17 | 日本住宅パネル工業協同組合 | Interior panel, interior panel construction method |
| CN201292606Y (en) * | 2008-11-14 | 2009-08-19 | 南京华韵建筑科技发展有限公司 | Concrete prefabricated element |
| CN202220399U (en) * | 2011-09-08 | 2012-05-16 | 长沙华坤建材科技有限公司 | Unilaterally-opend wallboard |
| CN102535841A (en) * | 2011-12-12 | 2012-07-04 | 中冶建工集团有限公司 | Construction technology of prefabricated wall panel |
| CN202689324U (en) * | 2012-08-09 | 2013-01-23 | 贵州皆盈科技开发有限公司 | Hollow combined filler wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102767261A (en) | 2012-11-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103174252B (en) | A kind of self-insulation quake-proof building block and application process | |
| CN101769008B (en) | Method for constructing quake-proof masonry house by utilizing prefabricated constructional column ring beams | |
| WO2015192764A1 (en) | Hollow building block and wall built by using same | |
| CN103046665B (en) | Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof | |
| CN204356976U (en) | A kind of lightweight wall block | |
| CN101041981A (en) | Reinforcing bars building block short-limb masonry shear wall structure | |
| CN101413300A (en) | Gypsum reinforced concrete construction system | |
| CN103015563B (en) | Outer-block inner-masonry building structure system | |
| CN102767261B (en) | Hollow combined filling wall and construction method thereof | |
| CN203080733U (en) | External built-mold and internal masonry building structure system | |
| CN201485965U (en) | Novel energy-saving building structure | |
| CN202370151U (en) | Self-thermal-insulation earthquake-proof building block | |
| CN107724596B (en) | Partially prefabricated sandwich wallboard, wall structure thereof and building | |
| CN102127940A (en) | Honeycomb structure wall body | |
| CN201485994U (en) | Novel energy-saving composite load bearing wall body | |
| RU2693071C1 (en) | Structure from foamed concrete and structural reinforcement mesh and method of its erection | |
| CN210713337U (en) | Large-scale assembled prefabricated shear wall and building house | |
| CN102535709A (en) | Heat preservation and thermal insulation floor | |
| CN106639051A (en) | Steel-building block combined beam for outer wall of aggregate building | |
| CN206681206U (en) | Glomeration builds siphonal lobe wall steel block combined beam | |
| CN202755532U (en) | Pull-lay combination building fabricated wall plate | |
| CN111411732A (en) | Construction process for assembling vertical hole grouting type building blocks in flush joint mode | |
| CN202899343U (en) | Composite wall body formed by foam concrete self-insulation modules with built-in cores | |
| CN202689245U (en) | Currently wiped skeleton net hollow filling wall | |
| CN205444666U (en) | Prefabricated thermal insulation wall component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210106 Address after: 224006 No. 137, Renmin Middle Road, DAZONGHU Town, Yandu District, Yancheng City, Jiangsu Province (m) Patentee after: Yancheng Shuangxin Construction Investment Co.,Ltd. Address before: No. 227, Jinyang North Road, Jinyang New District, Guiyang City, Guizhou Province Patentee before: GUIZHOU JIEYING TECHNOLOGY DEVELOPMENT Co.,Ltd. |
|
| TR01 | Transfer of patent right |