CN102767261A - Hollow combined filling wall and construction method thereof - Google Patents
Hollow combined filling wall and construction method thereof Download PDFInfo
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- CN102767261A CN102767261A CN2012102811401A CN201210281140A CN102767261A CN 102767261 A CN102767261 A CN 102767261A CN 2012102811401 A CN2012102811401 A CN 2012102811401A CN 201210281140 A CN201210281140 A CN 201210281140A CN 102767261 A CN102767261 A CN 102767261A
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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 job practices thereof, particularly relate to a kind of infilled wall and job practices thereof.
Background technology
The building infilled wall is the enclosed structure of building, measure performances such as big and wide, its sound insulation, heat insulation, intensity, fire prevention, protection against the tide, waterproof, directly influences the functional performance and the security performance of building.Along with the progress and the environmental protection requirement in epoch, the epoch of Qin brick and Han tile finish already, and new wall material is constantly released; At present, aerated concrete building block is more as infilled wall, in addition; The hollow steel framework at center cement metal mesh interior partition wall also is widely adopted, and the problem of existence is, along with the shortage of 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 low be unfavorable for safety and whitewash, its deadweight makes than conference that the agent structure cost improves, its globality difference is unfavorable for structural seismic, and the hollow steel framework at center cement metal mesh interior partition wall gets the construction technology complicacy and makes 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 job practices thereof are provided; Its comprehensive economic index and construction period are superior to existing aerated concrete building block infilled wall or hollow steel framework at center cement metal mesh interior partition wall, have batch production production degree height, the simple advantage of site construction technology.
Technical scheme of the present invention is: the hollow infilled wall comprises channel member, and it is alternate with " E " font that the pregroove element cross-section is " recessed " font or " E " font or " recessed " font.During site operation, according to the different combinations method together, and it is become one with the cementitious material filleting with some pregroove member permutation and combination.According to actual conditions, fill insulant material in the groove of pregroove member.
In a kind of job practices A of idle pattern infilled wall: two groups of pregroove members are joined end to end along cross-sectional direction arrange; Again by vertically with two groups of groove faces of arranging in opposite directions make-up link to each other and make up, the connecting place of pregroove member is bonding with the cementitious material filleting.Can arrange half cross-sectional width of dislocation by two groups when making up according to job practices A makes up.
In a kind of job practices B of idle pattern infilled wall: two groups of pregroove members are joined end to end along cross-sectional direction arrange; Link to each other in opposite directions by one group of vertical one group of transversely arranged, groove face and make up, the connecting place of pregroove member is bonding with the cementitious material filleting.
A kind of job practices C of middle idle pattern infilled wall: make up by three groups of arrangements; The two groups of pregroove members in the outside join end to end along cross-sectional direction and arrange and two groups corrugated surface is arranged in opposite directions; Middle one group of arranging by adjacent corrugated surface towards opposite interlocking; Arrange all by vertically making up for three groups, the connecting place of pregroove member is used the cementitious material filleting.
Can do following conversion when making up according to job practices C:
(1) centre is arranged in the combination for one group and makes up with the outside half cross-sectional width of two groups of arrangement dislocation.
(2) two groups in the outside is arranged as vertical, middle one group and is arranged as and laterally makes up or the outside is arranged as horizontal, middle one group for two groups and is arranged as vertically and makes up.
Job practices A or the B or the C of idle pattern infilled wall in aforementioned: arrange the combination more longitudinally of half cross-sectional width of dislocation by the outside.
Job practices A or the B or the C of idle pattern infilled wall in aforementioned: be provided with arrangement of reinforcement between the vertically disposed pregroove member and smear perpendicular rib at present and make it mutually bonding.
Job practices A or the B or the C of idle pattern infilled wall in aforementioned: be provided with prefabricated perpendicular rib between the vertically disposed pregroove member, adopt the cementitious material filleting to make it mutually bonding.
Each layer of idle pattern infilled wall arranged and adopted the pregroove member of different materials to make up in aforementioned.
The present invention adopts simple pregroove member; Utilize various the arrangement cleverly and combined method; Construct the abundant infilled wall form of various forms, can satisfy the user demand of demands of different, the pregroove member is prefabricated in batches in factory; Thereby improved production efficiency greatly, saved labour cost.The cavity that the pregroove unit construction forms helps improving 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, pregroove member two ends up and down is fixed in levels floor location, the construction simple and fast.
Two row's pregroove members are made up by vertical counterpart half cross-sectional width that misplaces; Can make the internal partition wall reduced thickness that is combined into half the; Help improving usable floor area; In addition, half cross-sectional width of misplacing make up the spacing that channel member is supported each other reduce half the, the thickness that helps improving the bearing capacity of channel member panel or reduce the channel member panel.
, can construct laterally and vertical hole diconnected cavity internal partition wall to making up in opposite directions by the vertical horizontal row of a row, its two-direction hole helps burying underground two-way pipeline, and its two-way rib helps improving the bearing capacity of integrality of wall and 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 not only helps two families poling respectively, and can improve the sound insulation of partition wall, heat insulation and fireproof performance.
Middle one group be arranged in the combination arrange half cross-sectional width of dislocation with two groups in the outside and make up, the spacing that channel member is supported each other reduces half the, the thickness that helps improving the bearing capacity of channel member panel or reduce the channel member panel.
The outside is arranged as vertical, middle one group for two groups and is arranged as laterally and makes up; The not connected cavity of double-layer double-direction be can construct and indoor partition wall and outdoor internal partition wall divided; The double-layer double-direction hole not only helps two families poling respectively; And can improve the sound insulation of partition wall, heat insulation and fireproof performance, its two-way rib helps improving the bearing capacity of integrality of wall and both direction.
Arrange the combination more longitudinally of half cross-sectional width of dislocation by the outside, can be used for constructing the bigger body of wall of floor height, also provide a kind of method that the pregroove member is constructed by building block simultaneously, can construct partition wall at vertical staggered vertical core.
Arrangement of reinforcement is set between the vertically disposed channel member smears perpendicular rib at present, not only can strengthen being connected of body of wall and levels floor, and can improve the bearing capacity and the anti-seismic performance of body of wall.
Prefabricated perpendicular rib is set between the vertically disposed channel member, helps improving batch production production degree and construction efficiency, but the reduction of erection time, reduce cost.
Each layer arranged and adopted the channel member of different materials to make up, and the channel member that can adopt different materials to make according to the metope of different demands helps reducing cost.
Compared with prior art, pregroove component form of the present invention is simple, is convenient to batch production production, draws materials flexibly, and construction technology is simple, and on-the-spot quick for installation, it is lighter to conduct oneself with dignity, and comprehensive cost reduces greatly.In addition; Job practices of the present invention is not only ingenious but also simple, can construct the body of wall of various ways, satisfies the performance requirement of various bodies of wall; Having increased substantially body of wall is connected with the reliable of agent structure; And improved the globality of body of wall self greatly, thus improved the anti-seismic performance of body of wall greatly, when earthquake, can as traditional masonry, not cause secondary injury to the people because of falling apart of self.
Description of drawings
Fig. 1 ~ Fig. 3 is the structural representation of pregroove member of the present invention;
Fig. 4 is a job practices A sketch map of the present invention;
Fig. 5 is a job practices B sketch map of the present invention;
Fig. 6～Fig. 9 is 4 kinds of various combination mode sketch mapes of job practices C of the present invention;
Figure 10 is the placement sketch map 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 the industrial waste ardealite after factory produces in batches, to transport to the job site; Like Fig. 4 pregroove member 1 being misplaced 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 the groove.
Embodiment 2:Pregroove member 1 (depth of groove 90, width 600, length 2800; Thickness of slab 25, cross section are " recessed " font) adopt cement mortar after factory produces in batches, to transport to the job site, like Fig. 5 two groups of pregroove members 1 are joined end to end along cross-sectional direction and arrange; Link to each other in opposite directions by one group of vertical one group of transversely arranged, groove face again and make up; Levels floor location is fixed at two ends, adopts bonding gypsum filleting, brushing gypsum facing, fill insulant material in the groove.
Embodiment 3:Pregroove member 1 (depth of groove 90, width 600, length 2800; Thickness of slab 25; Cross section is " recessed " font) adopt the industrial waste ardealite after factory produces in batches, to transport to the job site, adopt three row's combinations like Fig. 6, the outside two row's pregroove members 1 are make-up in opposite directions; Middle one group by adjacent corrugated surface towards opposite staggered arrange and with half width in two misarrangement positions, the outside; Levels floor location is fixed at two ends, adopts bonding gypsum filleting, brushing gypsum facing, fill insulant material in the groove.
Embodiment 4:Pregroove member 1 (depth of groove 90, width 600, length 2800; Thickness of slab 25; Cross section is " recessed " font) adopt the industrial waste ardealite after factory produces in batches, to transport to the job site, adopt three row's combinations like Fig. 7, the outside two row's pregroove members 1 are make-up in opposite directions; Middle one group by adjacent corrugated surface towards opposite staggered arrange and with half width in two misarrangement positions, the outside; Levels floor location is fixed at two ends, adopts bonding gypsum filleting, brushing gypsum facing, fill insulant material in the groove.
Embodiment 5:Pregroove member 1 (depth of groove 90, width 600, length 2800; Thickness of slab 25; Cross section is " recessed " font) adopt the industrial waste ardealite after factory produces in batches, to transport to the job site, adopt three row's combinations like Fig. 8, the outside two row's pregroove members 1 are make-up in opposite directions; Middle one group by adjacent corrugated surface towards opposite staggered arrange and with half width in two misarrangement positions, the outside; Levels floor location is fixed at two ends, adopts bonding gypsum filleting, brushing gypsum facing, fill insulant material in the groove.
Embodiment 6:Pregroove member 1 (depth of groove 90, width 600, length 2800; Thickness of slab 25; Cross section is " recessed " font) adopt the industrial waste ardealite after factory produces in batches, to transport to the job site, adopt three row's combinations like Fig. 9, the outside two row's pregroove members 1 are make-up in opposite directions; Middle one group by adjacent corrugated surface towards opposite staggered arrange and with half width in two misarrangement positions, the outside; Levels floor location is fixed at two ends, adopts bonding gypsum filleting, brushing gypsum facing, fill insulant material in the groove.
Embodiment 7:Pregroove member 1 (depth of groove 90, width 600, length 900; Thickness of slab 25, cross section are " recessed " font) adopt the industrial waste desulfurated plaster after factory produces in batches, to transport to the job site, adopt masonry mortar; Be arranged as two rows and carry out first floor and build by laying bricks or stones by misplace in opposite directions half width make-up of pregroove member 1 like Fig. 4; Carry out the second layer and build by laying bricks or stones by same arrangement and first floor half width that misplaces above that, the same manner and the second layer half width that misplaces carries out the 3rd layer and builds by laying bricks or stones, and the upper end is adhesively fixed with bonding gypsum filleting and top floor; Adopt the brushing gypsum facing, fill insulant material in the groove.
Embodiment 8:Pregroove member 1 (depth of groove 90, width 600, length 2800; Thickness of slab 25, cross section are " recessed " font) adopt the industrial waste ardealite after factory produces in batches, to transport to the job site, like Figure 10 pregroove member 1 make-up that misplaces in opposite directions is arranged as two rows; Add prefabricated perpendicular rib between the contiguous prefabricated channel member 1; Levels floor location is fixed at two ends, adopts bonding gypsum filleting, brushing gypsum facing, fill insulant material in the groove.
Embodiment 9:Pregroove member 1 (depth of groove 90, width 600, length 2800; Thickness of slab 25, cross section are " recessed " font) adopt the industrial waste ardealite after factory produces in batches, to transport to the job site, like Figure 10 pregroove member 1 make-up that misplaces in opposite directions is arranged as two rows; Levels floor location is fixed at two ends, lays reinforcing bar between the contiguous prefabricated channel member 1 of homonymy, smears perpendicular rib at present the pregroove member is linked to each other; Adopt bonding gypsum filleting, brushing gypsum facing again, fill insulant material in the groove.
Pregroove member 1 cross section is that the job practices separately the time is identical with above-mentioned embodiment with " E " font for " E " font or " recessed " font.
Claims (9)
1. idle pattern infilled wall in a kind comprises pregroove member (1), and it is characterized in that: the cross section of pregroove member (1) is " recessed " font.
2. a kind of middle idle pattern infilled wall according to claim 1, it is characterized in that: a rib is arranged in the groove of pregroove member (1), and its cross section is " E " font.
3. a kind of middle idle pattern infilled wall according to claim 2, it is characterized in that: the rib of pregroove member (1) groove is and is interrupted shape, and its cross section is that " recessed " font is alternate with " E " font.
4. the job practices A of a kind of middle idle pattern infilled wall as claimed in claim 1; It is characterized in that: two groups of pregroove members (1) are joined end to end along cross-sectional direction arrange; Again by vertically with two groups of groove faces of arranging in opposite directions make-up link to each other and make up, the connecting place of pregroove member (1) is bonding with the cementitious material filleting.
5. the job practices B of a kind of middle idle pattern infilled wall as claimed in claim 1; It is characterized in that: two groups of pregroove members (1) are joined end to end along cross-sectional direction arrange; Link to each other in opposite directions by one group of vertical one group of transversely arranged, groove face and make up, the connecting place of pregroove member (1) is bonding with the cementitious material filleting.
6. the job practices C of a kind of middle idle pattern infilled wall as claimed in claim 1; It is characterized in that: make up by three groups of arrangements; The two groups of pregroove members in the outside (1) join end to end along cross-sectional direction and arrange and two groups corrugated surface is arranged in opposite directions; Middle one group by adjacent corrugated surface towards opposite staggered the arrangement, arrange all by vertically making up for three groups, the connecting place of pregroove member (1) is used the cementitious material filleting.
As according to arbitrary claim in the claim 4～6 described a kind of in the job practices of idle pattern infilled wall, it is characterized in that: be provided with arrangement of reinforcement between the vertically disposed pregroove member (1) and smear perpendicular rib at present and make it mutually bonding.
8. like job practices, it is characterized in that: be provided with prefabricated perpendicular rib between the vertically disposed pregroove member (1), adopt the cementitious material filleting to make it mutually bonding according to the described a kind of middle idle pattern infilled wall of arbitrary claim in the claim 4～6.
9. like the job practices according to the described a kind of middle idle pattern infilled wall of arbitrary claim in the claim 4～6, it is characterized in that: each layer arranged the pregroove member (1) that adopts different materials, fill insulant material in the groove.
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 |
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| 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 |
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| Publication Number | Publication Date |
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| CN102767261A true CN102767261A (en) | 2012-11-07 |
| CN102767261B CN102767261B (en) | 2014-11-26 |
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| CN201210281140.1A Active CN102767261B (en) | 2012-08-09 | 2012-08-09 | Hollow combined filling wall and construction method thereof |
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Cited By (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 |
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| 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 |
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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 |
Cited By (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 |
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| Publication number | Publication date |
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| CN102767261B (en) | 2014-11-26 |
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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. |