CN1423022A - Building wall in-situ assembling construction method - Google Patents
Building wall in-situ assembling construction method Download PDFInfo
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- CN1423022A CN1423022A CN 01130061 CN01130061A CN1423022A CN 1423022 A CN1423022 A CN 1423022A CN 01130061 CN01130061 CN 01130061 CN 01130061 A CN01130061 A CN 01130061A CN 1423022 A CN1423022 A CN 1423022A
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- wall
- construction method
- grouting
- assembling construction
- building wall
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Abstract
The invention is a construction method of structure wall, it includes the fixed head plate and the floor, and it also includes steps of fixing the up-U reinforcing steel bar at the appointed position on head plate and fixing the down-U reinforcing steel bar at the corresponding position on floor. The invention can assemble the wall at spot, or the wall can be made in factory and carried to spot, finally the fillers are filled into the wall.
Description
Technical field the present invention relates to the job practices of building, particularly relates to the job practices of building masonry wall.
The job practices of background technology prior art integrated building lightweight body of wall has two kinds usually.A kind of is in factory that the lightweight body of wall is prefabricated, and then be transported to job site installation in place, and take this method that following deficiency is arranged: prefabricated lightweight body of wall is bulky, and say so " lightweight body of wall " also is comparatively speaking, it is in fact still very heavy, so transportation and lifting are all very difficult.Another kind is to assemble the lightweight body of wall at the construction field (site) on the spot, but existing field-installed lightweight body of wall or hollow or a little heat preserving and insulating materials of filling, all are non-solid walls, its inside provides the environment that grows or multiply for harmful organisms such as cockroach, worm, mouse, snakes.
The summary of the invention the purpose of this utility model is to avoid above-mentioned the deficiencies in the prior art part and proposes a kind of building wall in-situ assembling construction method, use the lightweight body of wall of this job practices easy to assembly, implement grouting simultaneously at the construction field (site) and make body of wall become solid wall, thereby make harmful organisms such as cockroach, worm, mouse, snake lose the environment that in body of wall, grows or multiply.
Purpose of the present invention can be by realizing by the following technical solutions:
A kind of building wall in-situ assembling construction method comprises that fixing at the scene top board and floor will be arranged, and may further comprise the steps:
A. will go up U type lightgage steel joist and be fixed on the assigned address of top board, and will descend U type lightgage steel joist to be fixed on the relevant position on floor;
B. between U type keel and the following U type keel, vertically connect on described with many root posts;
C. with a shingle nail from described upper and lower U type keel and a root edge outer side covers and be fixed in described column and upper and lower U type keel on.
D. with another piece shingle nail from another root edge outer side covers of described upper and lower U type keel and be fixed in described column and upper and lower U type keel on.
E. described shingle nail top edge has a plurality of grouting mouthful, from the grouting mouth filler injection lightweight body of wall inside of will being in the milk.
Purpose of the present invention can also be by realizing by the following technical solutions:
A kind of building wall in-situ assembling construction method comprises that the body of wall that the skeleton that will be made up of U type lightgage steel joist and column in factory and lightweight panels are connected into transports to the job site, and there have been fixing top board and floor in the job site, and is further comprising the steps of:
A. will go up U type lightgage steel joist and be fixed on the assigned address of top board, and will descend U type lightgage steel joist to be fixed on the relevant position on floor;
B. described shingle nail top edge has a plurality of grouting mouthful, from the grouting mouth filler injection lightweight body of wall inside of will being in the milk.Cover described grouting mouth with the grouting flap.
Compared with prior art, the advantage of integrated building lightweight body of wall of the present invention is: 1. assembled on site is convenient, saves the cost in the transportation; 2. body of wall is implemented on-the-spot grouting becomes solid wall, firmly safety; 3. hygienic conditions are good.
Description of drawings
Fig. 1 is that the present invention will go up U type lightgage steel joist 2 and be fixed on the assigned address of top board 1, and will descend U type lightgage steel joist 3 to be fixed on the schematic diagram of 4 relevant positions, floor;
Fig. 2 is the scheme of installation of column 5 of the present invention;
Fig. 3 is the scheme of installation of first wall panel 6 of described invention and cushion block 9;
Fig. 4 is the schematic diagram that is provided with of described invention pipeline 11;
Fig. 5 is the scheme of installation of another wall panel 7 of described invention;
Fig. 6 is the scheme of installation of described invention grouting mouth 8 and grouting flap 82; Wherein, the grouting mouth 8 of Fig. 6 A and grouting flap 82 are that grouting mouth 8 and grouting flap 82 square, Fig. 6 B are del for grouting mouth 8 and grouting flap 82 semicircle, Fig. 6 C.
The specific embodiment is described in further detail below in conjunction with the most preferred embodiment shown in the accompanying drawing.
Embodiment one:
A kind of building wall in-situ assembling construction method comprises that fixing at the scene top board 1 and floor 4 will be arranged, and is shown in Fig. 1 to 6, further comprising the steps of:
A. will go up U type lightgage steel joist 2 and be fixed on the assigned address of top board 1, and will descend U type lightgage steel joist 3 to be fixed on the relevant position on floor 4;
B. between U type keel 2 and the following U type keel 3, vertically connect on described with many root posts 5;
C. with a shingle nail 6 from a root edge outer side covers of described upper and lower U type keel 2 and 3 and be fixed in described column 5 and upper and lower U type keel 2 and 3 on.
D. with another piece shingle nail 7 from another root edge outer side covers of described upper and lower U type keel 2 and 3 and be fixed in described column 5 and upper and lower U type keel 2 and 3 on.
E. described shingle nail 6 or 7 top edges have a plurality of grouting mouthfuls 8, from the grouting mouthfuls 8 filler injection lightweight body of wall inside of will being in the milk.Described upper and lower U type keel 2 and 3 all are fixing by screw and top board 1 and floor 4, in that upper and lower U type keel 2 and 3 o'clock are installed, if run into pipeline, can cut off and get out of the way.As shown in Figure 6, behind implementation step E, cover described grouting mouthfuls 8 with grouting flap 82, that grouting mouth 8 among the present invention and grouting flap 82 have is square, semicircle and del, certain, can also be designed to more shape.
Among the present invention, shown in Fig. 2,6, all have hole 51 on described U type lightgage steel joist 2,3 up and down and the described column 5, wherein, hole 51 on the column 5 is beneficial to hydroelectric line 11 on the one hand to be passed through, and is beneficial to the grouting filler on the other hand and can be filled in the gap by them and goes, and whole body of wall is combined together; Hole 51 on the upper and lower U type keel 2 and 3 can make grouting filler by they be filled into upper and lower U type keel 2 and 3 and top board 1 and floor 4 between the space in go.Arranged hydroelectric line 11 before implementing described step D, this pipeline 11 passes through described hole 51.
Implementing on described first wall panel 6, evenly to fix some cushion blocks 9 between described step C and the D by securing member; When another wall panel 7 is installed, this wall panel 7 and described cushion block 9 are fixed by securing member.Fix by tapping screw between described cushion block 9 and the wall panel 6,7.The effect of these cushion blocks 9 is to make grouting more even, and the design of its quantity can be according to the size decision of body of wall, and total principle is to guarantee that body of wall is indeformable.
The grouting filler that the present invention uses is the light fire-proof concrete, and its prescription is made up of following material: cement, blowing agent, relevant light material, water.
Embodiment two:
A kind of building wall in-situ assembling construction method, extremely shown in Figure 6 as Fig. 1, comprise that the body of wall that the skeleton that will be made up of U type lightgage steel joist 2 and column 5 in factory and lightweight panels 6,7 are connected into transports to the job site, there have been fixing top board 1 and floor 4 in the job site, and is further comprising the steps of:
A. will go up U type lightgage steel joist 2 and be fixed on the assigned address of top board 1, and will descend U type lightgage steel joist 3 to be fixed on the relevant position on floor 4;
B. described shingle nail 6 or 7 top edges have a plurality of grouting mouthfuls 8, pour into lightweight body of wall inside from grouting mouthfuls 8 filler that will be in the milk.As shown in Figure 6, after implementing described step B, cover described grouting mouth 8 with grouting flap 82.
When being prefabricated in the factory body of wall, on described wall panel 6, evenly fix some cushion blocks 9 by securing member; When another wall panel 7 is installed, this wall panel 7 and described cushion block 9 are fixed by securing member.All have hole 51 on described U type lightgage steel joist 2,3 up and down and the described column 5.
The used grouting filler of the present invention is the light fire-proof concrete, and its prescription is made up of following material: cement, blowing agent, relevant light material, water.
Difference between embodiments of the invention two and the embodiment one only is: embodiment two be with body of wall in factory, go ahead of the rest prefabricated install to the job site again and then implement grouting and embodiment one be assemble at the scene body of wall and grouting.And all the other are all identical such as aspects such as being connected and fixed between the layout in cushion block 9 and hole 51 and effect, each assembly, repeat no more herein.
Claims (12)
1. a building wall in-situ assembling construction method comprises that fixing at the scene top board (1) and floor (4) will be arranged, and it is characterized in that: may further comprise the steps:
A. will go up U type lightgage steel joist (2) and be fixed on the assigned address of top board (1), and will descend U type lightgage steel joist (3) to be fixed on the relevant position of floor (4);
B. between U type keel (2) and the following U type keel (3), vertically connect on described with many root posts (5);
C. use a shingle nail (6) from a root edge outer side covers of described upper and lower U type keel (2) and (3) and be fixed in described column (5) and upper and lower U type keel (2) and (3) on.
D. use another piece shingle nail (7) from another root edge outer side covers of described upper and lower U type keel (2) and (3) and be fixed in described column (5) and upper and lower U type keel (2) and (3) on.
E. described shingle nail (6) or (7) top edge have a plurality of grouting mouthful (8), pour into lightweight body of wall inside from grouting mouthful (8) filler that will be in the milk.
2. building wall in-situ assembling construction method as claimed in claim 1 is characterized in that: behind implementation step E, cover described grouting mouthful (8) with grouting flap (82).
3. building wall in-situ assembling construction method as claimed in claim 1 is characterized in that: all have hole (51) on U type lightgage steel joist (2), (3) and the described column (5) about described.
4. building wall in-situ assembling construction method as claimed in claim 1 is characterized in that: implementing to arrange hydroelectric line (11) before the described step D, pipeline (11) passes through described hole (51).
5. building wall in-situ assembling construction method as claimed in claim 1 is characterized in that: implementing between described step C and the D, going up at described first wall panel (6) and evenly fix some cushion blocks (9) by securing member; When another wall panel (7) is installed, this wall panel (7) and described cushion block (9) is fixing by securing member.
6. building wall in-situ assembling construction method as claimed in claim 5 is characterized in that: fix by tapping screw between described cushion block (9) and wall panel (6), (7).
7. the job practices of integrated building lightweight body of wall as claimed in claim 1 is characterized in that: described grouting filler is the light fire-proof concrete, and its prescription is made up of following material: cement, blowing agent, relevant light material, water.
8. building wall in-situ assembling construction method, comprise that the body of wall that the skeleton that will be made up of U type lightgage steel joist (2) and column (5) in factory and lightweight panels (6), (7) are connected into transports to the job site, there have been fixing top board (1) and floor (4) in the job site, it is characterized in that: further comprising the steps of:
A. will go up U type lightgage steel joist (2) and be fixed on the assigned address of top board (1), and will descend U type lightgage steel joist (3) to be fixed on the relevant position of floor (4);
B. described shingle nail (6) or (7) top edge have a plurality of grouting mouthful (8), pour into lightweight body of wall inside from grouting mouthful (8) filler that will be in the milk.
9. building wall in-situ assembling construction method as claimed in claim 8 is characterized in that: after implementing described step B, cover described grouting mouthful (8) with grouting flap (82).
10. building wall in-situ assembling construction method as claimed in claim 8 is characterized in that: when being prefabricated in the factory body of wall, upward evenly fix some cushion blocks (9) by securing member at described wall panel (6); When another wall panel (7) is installed, this wall panel (7) and described cushion block (9) is fixing by securing member.
11. building wall in-situ assembling construction method as claimed in claim 8 is characterized in that: all have hole (51) on U type lightgage steel joist (2), (3) and the described column (5) about described.
12. building wall in-situ assembling construction method as claimed in claim 8 is characterized in that: described grouting filler is the light fire-proof concrete, and its prescription is made up of following material: cement, blowing agent, relevant light material, water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB011300612A CN1324207C (en) | 2001-12-04 | 2001-12-04 | Building wall in-situ assembling construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB011300612A CN1324207C (en) | 2001-12-04 | 2001-12-04 | Building wall in-situ assembling construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1423022A true CN1423022A (en) | 2003-06-11 |
| CN1324207C CN1324207C (en) | 2007-07-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB011300612A Expired - Fee Related CN1324207C (en) | 2001-12-04 | 2001-12-04 | Building wall in-situ assembling construction method |
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| Country | Link |
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| CN (1) | CN1324207C (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101016759B (en) * | 2007-01-12 | 2010-09-08 | 杨建平 | Fiver cement board grouting wall and construction method therefor |
| CN103967164A (en) * | 2013-01-28 | 2014-08-06 | 吴淑环 | Assembled wall assembled on side of main building structure in held manner |
| CN104314204A (en) * | 2014-10-27 | 2015-01-28 | 王丽萍 | Non-form stripping lightweight internal partition board and overall grouting construction method thereof |
| CN104831864A (en) * | 2015-03-10 | 2015-08-12 | 成都科创佳思科技有限公司 | Groutable partition board |
| CN105863114A (en) * | 2016-04-17 | 2016-08-17 | 耿云花 | Anti-static nonbearing wall body for building |
| CN106193387A (en) * | 2016-08-31 | 2016-12-07 | 柳州市杰特建材有限责任公司 | Cast-in-place combined wall |
| CN107558637A (en) * | 2017-10-16 | 2018-01-09 | 柳州市杰特建材有限责任公司 | Cast-in-situ wall grouting structure, cast-in-situ wall and its construction method |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH590989A5 (en) * | 1974-11-21 | 1977-08-31 | Meier Jakob | |
| NZ239193A (en) * | 1990-08-01 | 1993-07-27 | Hardie & Co Pty Ltd J | Casting concrete columns to sit on footings using channel shaped formwork |
| CN1110356A (en) * | 1994-04-06 | 1995-10-18 | 毛正林 | Prefabricated wall body and its manufacturing method |
| JPH07310386A (en) * | 1994-05-19 | 1995-11-28 | Fukuzen Cho | Built-up wall of light-weight steel frame |
| CN1066796C (en) * | 1996-07-01 | 2001-06-06 | 卢昕阳 | Method for building steel bar reinforced wall |
| JPH1144022A (en) * | 1997-07-29 | 1999-02-16 | Shimizu Corp | Wall construction |
-
2001
- 2001-12-04 CN CNB011300612A patent/CN1324207C/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101016759B (en) * | 2007-01-12 | 2010-09-08 | 杨建平 | Fiver cement board grouting wall and construction method therefor |
| CN103967164A (en) * | 2013-01-28 | 2014-08-06 | 吴淑环 | Assembled wall assembled on side of main building structure in held manner |
| CN104314204A (en) * | 2014-10-27 | 2015-01-28 | 王丽萍 | Non-form stripping lightweight internal partition board and overall grouting construction method thereof |
| CN104831864A (en) * | 2015-03-10 | 2015-08-12 | 成都科创佳思科技有限公司 | Groutable partition board |
| CN105863114A (en) * | 2016-04-17 | 2016-08-17 | 耿云花 | Anti-static nonbearing wall body for building |
| CN106193387A (en) * | 2016-08-31 | 2016-12-07 | 柳州市杰特建材有限责任公司 | Cast-in-place combined wall |
| CN107558637A (en) * | 2017-10-16 | 2018-01-09 | 柳州市杰特建材有限责任公司 | Cast-in-situ wall grouting structure, cast-in-situ wall and its construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1324207C (en) | 2007-07-04 |
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