CN101994354B - Method for constructing anti-cracking earthquake-proof plaster partition wall - Google Patents
Method for constructing anti-cracking earthquake-proof plaster partition wall Download PDFInfo
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- CN101994354B CN101994354B CN2009101027481A CN200910102748A CN101994354B CN 101994354 B CN101994354 B CN 101994354B CN 2009101027481 A CN2009101027481 A CN 2009101027481A CN 200910102748 A CN200910102748 A CN 200910102748A CN 101994354 B CN101994354 B CN 101994354B
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- partition wall
- wall
- gypsum
- crack
- wall body
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- 238000005192 partition Methods 0.000 title claims abstract description 43
- 238000005336 cracking Methods 0.000 title abstract description 4
- 238000000034 method Methods 0.000 title abstract description 4
- 239000011505 plaster Substances 0.000 title abstract 4
- 239000004743 Polypropylene Substances 0.000 claims abstract description 13
- 229920001155 polypropylene Polymers 0.000 claims abstract description 13
- -1 polypropylene Polymers 0.000 claims abstract description 12
- 238000010276 construction Methods 0.000 claims abstract description 9
- 229910052602 gypsum Inorganic materials 0.000 claims description 22
- 239000010440 gypsum Substances 0.000 claims description 22
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000011449 brick Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000007767 bonding agent Substances 0.000 claims description 2
- 238000009413 insulation Methods 0.000 abstract description 3
- 230000002349 favourable effect Effects 0.000 abstract 1
- 230000002093 peripheral effect Effects 0.000 abstract 1
- 238000004321 preservation Methods 0.000 abstract 1
- 230000035939 shock Effects 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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Abstract
The invention discloses a method for constructing an anti-cracking earthquake-proof plaster partition wall. The wall body of the partition wall is built by arranging light plaster blocks with holes in a way of forming saddle joints; and the construction of the wall body of the partition wall comprises the following steps of: arranging expansion anchor bolts on peripheral frame beams connected with the wall body and uprights, fixing one end of each of polypropylene lacerated films onto corresponding expansion anchor bolts, longitudinally and transversely adhering and fixing the polypropylene lacerated films among the plaster blocks along with the building of the wall body of the partition wall, extending and fixing the other end of each of the polypropylene lacerated films onto the corresponding expansion anchor bolts on the other side, and fixedly connecting the periphery of the wall body of the partition wall and the corresponding left and right frame uprights and the frame beams of an upper floor slab and a lower floor slab by using the expansion anchor bolts. The partition wall constructed by the method of the invention can effectively prevent the wall body from being cracked, has high earthquake resistance, high impact resistance, high flood-fighting performance, improved single-point hanging loading capacity, and high heat preservation, heat insulation and sound insulation capability, and is favorable for improving the quality of engineering buildings and improving safety.
Description
Technical field
The present invention relates to a kind of anti-crack and anti-vibration gypsum partition wall job practices, said partition wall is applicable to makes non, belongs to building engineering field.
Background technology
Though the partition wall in the house floor constructure is unlike load bearing wall and the such huge building weight of supporting that needs of Vierendeel girder; But its shock resistance is also most important to building construction safety; Vertical partition wall during building operations at present is because of job practices and reasons in structure; Have partition wall cracking, deficiency that anti-impact force is lower, not only influence attractive in appearancely, house general safety performance also can be affected.
Summary of the invention
The objective of the invention is problems such as easy to crack, shock resistance deficiency, a kind of anti-crack and anti-vibration light gypsum partition wall job practices is provided, improving partition wall anti-crack and anti-vibration performance, thereby improve building safety property in order to solve that present the realm of building construction vertical partition wall exists.
For achieving the above object, the technical scheme that anti-crack and anti-vibration gypsum partition wall construction according to the invention is adopted is:
Said anti-crack and anti-vibration gypsum partition wall; Its body of wall is arranged by the seam of riding with light gypsum building block with holes and is built by laying bricks or stones; During wall construction; Earlier on the crossbeam of the floor frame up and down that is connected with body of wall and left and right sides upright of frame, expansion bolt is set, and polypropylene tearing film one end is fixed on the corresponding expansion bolt, said polypropylene tearing film is being adhesively fixed in length and breadth between the gypsum block on the direction with the partition wall building wall; The other end extends and to be fixed on the corresponding expansion bolt in opposite, makes around the partition wall body of wall through expansion bolt and corresponding left and right sides upright of frame to be fixedly connected with floor frame crossbeam up and down.
The gypsum block of using in the said body of wall is symmetrical set convexity or groove by opposite side all around, during wall construction between each building block convexity or groove corresponding, the protruding embedding in the groove.
For improving partition wall short transverse bulk strength, the building block of said body of wall both sides is fixedly connected with left and right sides Vierendeel girder through anticorrosion wooden unit, and said anticorrosion wooden unit is fixedly connected with steel nail with Vierendeel girder, embeds in the body of wall both sides building block groove.
Said polypropylene tearing film is connected fixing with building block through bonding agent.
Adopt the beneficial effect of present technique scheme to be: to increase the overall performance of partition wall, can effectively prevent the partition wall cracking, antidetonation, shock resistance, flood fighting performance height; Increase the partition wall single-point and hung load-carrying ability; Insulation, the heat-and sound-insulating ability is strong, helps to improve the engineering construction quality, improves safety.
Description of drawings
Fig. 1 is an anti-crack and anti-vibration gypsum partition wall overall structure sketch map according to the invention;
Fig. 2 is that Fig. 1 is along the A-A profile;
Fig. 3 is that Fig. 1 is along the B-B profile;
Among the figure: 1-building block, 2-convexity, 3-groove 4-expansion bolt, the moistureproof cushion block of 5-, 6-polypropylene tearing film, 7-left and right sides upright of frame, 8-be floor frame crossbeam, the anticorrosion timber wedge piece of 9-up and down.
The specific embodiment
Shown in Figure 1; It is anti-crack and anti-vibration gypsum wall construction structural representation according to the invention; The partition wall body of wall is arranged by the seam of riding (being that every capable building block slit is staggered) by light gypsum building block 1 with holes and is built into; The gypsum block of using in the body of wall is symmetrically arranged with protruding 2 or groove 3 (shown in Figure 3) by opposite side all around, and the building wall job practices is: on the crossbeam (8) of the floor frame up and down that is connected with body of wall and left and right sides upright of frame 7, expansion bolt 4 is set earlier; And polypropylene tearing film 6 one ends that will purchase from market are fixed on the corresponding expansion bolt; With the partition wall building wall said polypropylene tearing film 6 is being adhesively fixed in length and breadth between the gypsum block on the direction, the other end extends and to be fixed on the corresponding expansion bolt in opposite, makes around the partition wall body of wall through expansion bolt and corresponding left and right sides upright of frame 7 to be fixedly connected with floor frame crossbeam 8 up and down.Body of wall and be provided with moistureproof cushion block 5 simultaneously between the Vierendeel girder of floor up and down wherein.
For improving partition wall short transverse bulk strength; The building block of the partition wall body of wall left and right sides is fixedly connected with left and right sides upright of frame through anticorrosion wooden unit 9 again; Said anticorrosion wooden unit 9 is corresponding with building block groove 3 shapes; Be fixedly connected with left and right sides upright of frame 7 with steel nail earlier, anticorrosion wooden unit embeds in the left and right sides building block groove during construction.
The polypropylene tearing film that anti-crack and anti-vibration gypsum partition wall according to the invention uses, cost is low, and the corrosion resistant tensile property is good, and easy construction, can improve partition wall integral body greatly and combat a natural disaster performance, thereby improve house monolithic architecture quality.
Claims (5)
1. anti-crack and anti-vibration gypsum partition wall job practices; Its body of wall is arranged by the seam of riding with light gypsum building block with holes (1) and is built by laying bricks or stones; It is characterized in that: during the partition wall wall construction; Earlier on crossbeam of floor frame up and down (8) that is connected with body of wall and left and right sides upright of frame (7), expansion bolt (4) is set; And polypropylene tearing film (6) one ends are fixed on the corresponding expansion bolt; With the partition wall building wall said polypropylene tearing film (6) is being adhesively fixed in length and breadth between the gypsum block on the direction, the other end extends and to be fixed on the corresponding expansion bolt in opposite, makes around the partition wall body of wall through expansion bolt and corresponding left and right sides upright of frame (7) to be fixedly connected with floor frame crossbeam (8) up and down.
2. anti-crack and anti-vibration gypsum partition wall job practices as claimed in claim 1; It is characterized in that: gypsum block (1) is symmetrical set convexity (2) or groove (3) by opposite side all around in this partition wall body of wall; When building by laying bricks or stones between each building block convexity or groove corresponding, convexity is embedded in the groove.
3. anti-crack and anti-vibration gypsum partition wall job practices as claimed in claim 1; It is characterized in that: building block groove and the Vierendeel girder connecting portion in the partition wall both sides is provided with the shape anticorrosion wooden unit (9) corresponding with the building block groove, and anticorrosion wooden unit is fixedly connected with steel nail with left and right sides upright of frame (7).
4. anti-crack and anti-vibration gypsum partition wall job practices as claimed in claim 1 is characterized in that: said polypropylene tearing film (6) is connected fixing with the building block of body of wall through bonding agent.
5. anti-crack and anti-vibration gypsum partition wall job practices as claimed in claim 1 is characterized in that: at partition wall and be provided with moistureproof cushion block (5) between the Vierendeel girder of floor up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101027481A CN101994354B (en) | 2009-08-19 | 2009-08-19 | Method for constructing anti-cracking earthquake-proof plaster partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101027481A CN101994354B (en) | 2009-08-19 | 2009-08-19 | Method for constructing anti-cracking earthquake-proof plaster partition wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101994354A CN101994354A (en) | 2011-03-30 |
| CN101994354B true CN101994354B (en) | 2012-01-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009101027481A Active CN101994354B (en) | 2009-08-19 | 2009-08-19 | Method for constructing anti-cracking earthquake-proof plaster partition wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101994354B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109059530B (en) * | 2018-09-19 | 2023-07-14 | 哈尔滨华意烘干设备制造有限公司 | Timber drying kiln of casing grafting structure |
| CN110792201B (en) * | 2019-11-09 | 2020-12-11 | 木伟东 | Seismic isolation building wall structure |
| CN111877594A (en) * | 2020-07-23 | 2020-11-03 | 湖北洪林新材料科技有限公司 | Shaped steel roof beam and aerated concrete block combination partition wall |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1092512A (en) * | 1994-01-06 | 1994-09-21 | 马向前 | Lining cable for pipeline lining |
| CN1928289A (en) * | 2006-09-16 | 2007-03-14 | 兰州交通大学 | Light heat preservation and thermal insulation hollow building blocks and application as load-bearing wall |
| CN101413303A (en) * | 2008-11-17 | 2009-04-22 | 杨连树 | A kind of gypsum building block stuffing wall construction casting method |
-
2009
- 2009-08-19 CN CN2009101027481A patent/CN101994354B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1092512A (en) * | 1994-01-06 | 1994-09-21 | 马向前 | Lining cable for pipeline lining |
| CN1928289A (en) * | 2006-09-16 | 2007-03-14 | 兰州交通大学 | Light heat preservation and thermal insulation hollow building blocks and application as load-bearing wall |
| CN101413303A (en) * | 2008-11-17 | 2009-04-22 | 杨连树 | A kind of gypsum building block stuffing wall construction casting method |
Non-Patent Citations (2)
| Title |
|---|
| 李枚.石膏砌块作为轻质隔墙的应用.《攀枝花学院学报》.2007,(第03期), * |
| 王波等.石膏砌块内隔墙应用的体会.《河北旅游职业学院学报》.2008,(第01期), * |
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| Publication number | Publication date |
|---|---|
| CN101994354A (en) | 2011-03-30 |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| C14 | Grant of patent or utility model | ||
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| EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20110330 Assignee: Zunyi Ji'an Light Wall Materials Co., Ltd. Assignor: Peng Daihan Contract record no.: 2012520000013 Denomination of invention: Method for constructing anti-cracking earthquake-proof plaster partition wall Granted publication date: 20120111 License type: Exclusive License Record date: 20120813 |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170310 Address after: 563000 Guizhou province Zunyi Honghuagang District Zhen ban Shan Cun Huang Long March over the top Patentee after: Guizhou Datong Electronic Technology Co., Ltd. Rong Address before: 563000 Guizhou, Zunyi outer ring road, civil affairs apartment, No. 10 Patentee before: Peng Daihan |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201123 Address after: 226200 No. 46 Industrial Park, Nanyang Town, Nantong, Jiangsu, Qidong Patentee after: Qidong plant medical equipment factory Address before: 563000 Guizhou province Zunyi Honghuagang District Zhen ban Shan Cun Huang Long March over the top Patentee before: GUIZHOU RONGDATONG ELECTRONIC TECHNOLOGY Co.,Ltd. |