CN106337562A - Method for building walls by stacking of hollow bricks and grouting - Google Patents
Method for building walls by stacking of hollow bricks and grouting Download PDFInfo
- Publication number
- CN106337562A CN106337562A CN201610232422.0A CN201610232422A CN106337562A CN 106337562 A CN106337562 A CN 106337562A CN 201610232422 A CN201610232422 A CN 201610232422A CN 106337562 A CN106337562 A CN 106337562A
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- Prior art keywords
- wall
- walls
- hollow brick
- hollow
- slurry
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Abstract
The invention provides a method for building walls by stacking of hollow bricks and grouting. The method comprises the following steps: uniformly mixing and stirring cement, mixed crude sand and clear water according to a national standard ratio to obtain slurries formed by taking the capability of naturally flowing as the standard for later use; stacking the hollow bricks according to the needs of the walls into the walls as high as 3 to 5 layers; injecting the mixed slurries into hollow core holes of the hollow bricks from the upper parts of the walls which are stacked as high as 3 to 5 layers until the mixed slurries are fully injected; after carrying out grouting, checking leakage conditions of wall surfaces on two sides of the hollow brick walls and whether displacement of the brick bodies is generated or not, if yes, beating by a wooden hammer to reset, and injecting the slurries once every 3 to 5 layers of the hollow bricks until the walls are finished. By adopting the method to build the walls, the labor and time are saved, and the speed is high; especially, the expenditure on manually building the walls block by block and the sand screening cost can be fully saved, and the walls can be form an integrated structure to get firmer. The crude sand containing stone of which the diameter is equal to or smaller than 6cm is directly used in the materials, so that the sand screening cost is further saved.
Description
Technical field
The present invention relates to a kind of building trade wall building method, specifically a kind of built a wall body method using Hollow brick pile slip casting.
Background technology
In building trade, when building a wall in construction house, it is all by artificial, brick block-by-block of plastering to be assembled and is integrally formed wall, this traditional block-by-block method built a wall of plastering is always the difficult problem of building trade, mainly artificial put into big, costly, cement materials are big, speed is slow, and high labor intensive, simultaneously as it is inter-adhesive that body of wall assembles constituted body of wall, also there is certain impact in intensity.
Content of the invention
It is an object of the invention to provide one kind is built a wall body method using Hollow brick pile slip casting, Hollow brick can be made full use of and constitute body of wall by injecting slurry, speed is fast, saving of work and time, save money, quality is good.
The present invention includes cement, mixed crude and clear water mixing and stirring, and the technical scheme being adopted is:
As follows using Hollow brick pile slip casting body method of building a wall:
Step 1, by cement, mixed crude and clear water press national standard proportioning mixing and stirring stand-by, by the slurry of the formation that can be defined by natural flow；
Step 2, Hollow brick is needed pile to become body of wall by body of wall reach 3～5 floor heights；
Step 3, become above the body of wall of 3～5 floor heights from the hollow hole of Hollow brick implantation step 1 mixed slurry to full slurry in pile；
After the completion of step 4, injection slurry, check whether the seepage situation of Hollow brick body of wall both sides metope and brick body shift, beat reset if any displacement wooden mallet, every 3～5 layers of Hollow brick inject a slurry, until body of wall completes.
In technique scheme: the mixed crude in step 1 refers to the mixing sand raw material obtaining in river.
Stone diameter≤6cm in described mixed crude.
The present invention has following advantageous effect: by technique scheme, due to building by the way of cement slurry is reinjected using Hollow brick pile as body of wall, the body of wall being constituted can self-assembling formation overall, intensity is high, plaster the mode assembling due to eliminating block-by-block, directly pile injection speed is fast, directly decrease personnel's operating expenses, solve the trouble that traditional block-by-block assembles body of wall, favourable minimizing building cost and raising built speed, employ the roughing sand direct feeding containing diameter≤6cm stone, more save sieve sand expense.
Specific embodiment
Embodiment 1
As follows using Hollow brick pile slip casting body method of building a wall:
Step 1, by cement, mixed crude and clear water press national standard proportioning mixing and stirring stand-by, by the slurry of the formation that can be defined by natural flow；
Step 2, Hollow brick is needed pile to become body of wall by body of wall reach 3 floor heights；
Step 3, become above the body of wall of 3 floor heights from the hollow hole of Hollow brick implantation step 1 mixed slurry to full slurry in pile；
After the completion of step 4, injection slurry, check whether the seepage situation of Hollow brick body of wall both sides metope and brick body shift, beat reset if any displacement wooden mallet, every 3 layers of Hollow brick inject a slurry, until body of wall completes.
Mixed crude in step 1 refers to the mixing sand raw material obtaining in river.
Stone diameter≤6cm in described mixed crude.
Embodiment 2
As follows using Hollow brick pile slip casting body method of building a wall:
Step 1, by cement, mixed crude and clear water press national standard proportioning mixing and stirring stand-by, by the slurry of the formation that can be defined by natural flow；
Step 2, Hollow brick is needed pile to become body of wall by body of wall reach 4 floor heights；
Step 3, become above the body of wall of 4 floor heights from the hollow hole of Hollow brick implantation step 1 mixed slurry to full slurry in pile；
After the completion of step 4, injection slurry, check whether the seepage situation of Hollow brick body of wall both sides metope and brick body shift, beat reset if any displacement wooden mallet, every 4 layers of Hollow brick inject a slurry, until body of wall completes.
Mixed crude in step 1 refers to the mixing sand raw material obtaining in river.
Stone diameter≤6cm in described mixed crude.
Embodiment 3
As follows using Hollow brick pile slip casting body method of building a wall:
Step 1, by cement, mixed crude and clear water press national standard proportioning mixing and stirring stand-by, by the slurry of the formation that can be defined by natural flow；
Step 2, Hollow brick is needed pile to become body of wall by body of wall reach 5 floor heights；
Step 3, become above the body of wall of 5 floor heights from the hollow hole of Hollow brick implantation step 1 mixed slurry to full slurry in pile；
After the completion of step 4, injection slurry, check whether the seepage situation of Hollow brick body of wall both sides metope and brick body shift, beat reset if any displacement wooden mallet, every 5 layers of Hollow brick inject a slurry, until body of wall completes.
Mixed crude in step 1 refers to the mixing sand raw material obtaining in river.
Stone diameter≤6cm in described mixed crude.
When being embodied as this technology, described Hollow brick can be selected for another utility model of the applicant with regard to arranging the patent of the Hollow brick of glazed layer, the Hollow brick that this patent document is stated is cement cavity brick, and carry carrying handle, more favorably improve pile speed, described slurry can also refer to the c20 of " masonry mortar mixing ratio design discipline " jgj98-20007 defined, during enforcement, it will increase 3-5% with water proportioning, is allowed to be formed the grout of flowable osmotic.
Water consumption is defined to 8% in the present invention, be with national standard be with reference to obtain numerical value, when being embodied as should by compound stirring after can natural flow be defined.
Claims (3)
1. one kind is built a wall body method using Hollow brick pile slip casting, including by cement, mixed crude and clear water mixing and stirring it is characterised in that:
As follows using Hollow brick pile slip casting body method of building a wall:
Step 1, by cement, mixed crude and clear water press national standard proportioning mixing and stirring stand-by, by the slurry of the formation that can be defined by natural flow；
Step 2, Hollow brick is needed pile to become body of wall by body of wall reach 3～5 floor heights；
Step 3, become above the body of wall of 3～5 floor heights from the hollow hole of Hollow brick implantation step 1 mixed slurry to full slurry in pile；
After the completion of step 4, injection slurry, check whether the seepage situation of Hollow brick body of wall both sides metope and brick body shift, beat reset if any displacement wooden mallet, every 3～5 layers of Hollow brick inject a slurry, until body of wall completes.
2. according to claim 1 using Hollow brick pile slip casting build a wall body method it is characterised in that: the mixed crude in step 1 refer in river obtain mixing sand raw material.
3. according to claim 1 and 2 using Hollow brick pile slip casting build a wall body method it is characterised in that: the stone diameter≤6cm in described mixed crude.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610232422.0A CN106337562A (en) | 2016-04-14 | 2016-04-14 | Method for building walls by stacking of hollow bricks and grouting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610232422.0A CN106337562A (en) | 2016-04-14 | 2016-04-14 | Method for building walls by stacking of hollow bricks and grouting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106337562A true CN106337562A (en) | 2017-01-18 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610232422.0A Pending CN106337562A (en) | 2016-04-14 | 2016-04-14 | Method for building walls by stacking of hollow bricks and grouting |
Country Status (1)
| Country | Link |
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| CN (1) | CN106337562A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2224619A1 (en) * | 1973-04-09 | 1974-10-31 | Desjoyaux Jean | Hollow building blocks used as permanent formwork - can be reinforced and concrete poured into vert. cavities |
| GB2349159B (en) * | 1999-04-23 | 2002-01-16 | Univ Napier | Bricks |
| CN2627092Y (en) * | 2003-07-24 | 2004-07-21 | 北京亿力通达科技发展有限责任公司 | Lightweight concrete thermal insulation hollow building-block |
| CA2254003C (en) * | 1997-12-12 | 2006-07-18 | Bradley S. Dressler | Holder for adjustable positioning of reinforcing rods |
| CN1858373A (en) * | 2005-05-25 | 2006-11-08 | 北京市燕兴隆新型墙体材料有限公司 | Large hole light aggregate hollow block filling wall and construction method |
| CN104499611A (en) * | 2014-12-13 | 2015-04-08 | 株洲博尔曼科技发展有限公司 | Novel plastering rapid construction wall after grouting and construction method thereof |
| CN105113699A (en) * | 2015-07-03 | 2015-12-02 | 甘伟 | High-strength concrete block used as outer wall of grouted composite wall as well as grouted composite wall and construction method thereof |
-
2016
- 2016-04-14 CN CN201610232422.0A patent/CN106337562A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2224619A1 (en) * | 1973-04-09 | 1974-10-31 | Desjoyaux Jean | Hollow building blocks used as permanent formwork - can be reinforced and concrete poured into vert. cavities |
| CA2254003C (en) * | 1997-12-12 | 2006-07-18 | Bradley S. Dressler | Holder for adjustable positioning of reinforcing rods |
| GB2349159B (en) * | 1999-04-23 | 2002-01-16 | Univ Napier | Bricks |
| CN2627092Y (en) * | 2003-07-24 | 2004-07-21 | 北京亿力通达科技发展有限责任公司 | Lightweight concrete thermal insulation hollow building-block |
| CN1858373A (en) * | 2005-05-25 | 2006-11-08 | 北京市燕兴隆新型墙体材料有限公司 | Large hole light aggregate hollow block filling wall and construction method |
| CN104499611A (en) * | 2014-12-13 | 2015-04-08 | 株洲博尔曼科技发展有限公司 | Novel plastering rapid construction wall after grouting and construction method thereof |
| CN105113699A (en) * | 2015-07-03 | 2015-12-02 | 甘伟 | High-strength concrete block used as outer wall of grouted composite wall as well as grouted composite wall and construction method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170118 |
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| RJ01 | Rejection of invention patent application after publication |