CN106906920A - A kind of lightweight, high-strength, inexpensive, insulation rowlock wall building method - Google Patents
A kind of lightweight, high-strength, inexpensive, insulation rowlock wall building method Download PDFInfo
- Publication number
- CN106906920A CN106906920A CN201710138229.5A CN201710138229A CN106906920A CN 106906920 A CN106906920 A CN 106906920A CN 201710138229 A CN201710138229 A CN 201710138229A CN 106906920 A CN106906920 A CN 106906920A
- Authority
- CN
- China
- Prior art keywords
- pattern
- stones
- laying bricks
- rowlock wall
- rowlock
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
Abstract
A kind of lightweight, high-strength, inexpensive, insulation rowlock wall building method, including following build step by laying bricks or stones：(1) it is equipped with the autoclaved aerated block brick of same size；(2) build master form mechanism, master form mechanism is made up of left and right two irony columns and left and right pattern, left and right pattern by positioning while and constitute during pattern；(3) setting height(from bottom) and spacing of the left and right pattern on left and right column are adjusted；(4) some groups of stretchers and header are alternately built the ground floor of rowlock wall successively along pattern edge direction by laying bricks or stones, every group of stretcher is formed by two pieces of stretcher relative spacing arrangements, and every group of outer surface of stretcher flushes with the two ends of header；(5) according to the method described in step (3) and step (4), it is sequentially completed building by laying bricks or stones for upper strata rowlock wall;The present invention builds low cost, simple operation by laying bricks or stones, and efficiency of construction is high, and the rowlock wall for building shaping by laying bricks or stones is lightweight, compression strength is big, and high insulating effect facilitates and expansion bolt and follow-up interior decoration are played on wall, it is adaptable to skyscraper.
Description
Technical field
The present invention relates to building trade, especially a kind of lightweight, high-strength, inexpensive, insulation rowlock wall building method.
Background technology
Currently, with the development of Process of Urbanization Construction, soil is more and more precious, and skyscraper has become future architecture
Developing direction.Existing steam pressurized brick or Vegetable fibre brick with its lightweight, intensity it is big, heat insulation and preservation effect is good the features such as,
Increasingly favored by skyscraper.
For building skyscraper, its financial cost should be ensured, improve its compression strength as much as possible again.One
As for, the weight indicator of wall is no more than, if it exceeds this index, reinforced concrete in skyscraper in skyscraper
The intensity of soil skeleton must be improved accordingly, so as to cause the increase of overall cost.
However, existing steam pressurized brick or Vegetable fibre brick are larger due to volume ratio, cause the weight of monolithic larger, its
In steam pressurized brick monolithic weight in 22-35kg, the monolithic weight of Vegetable fibre brick is in 17-21kg.At the same time, it is existing
Wall in skyscraper is still used conventional methods is built by laying bricks or stones, i.e., the wall built by laying bricks or stones is treated using drawstring and is calibrated,
By workman by Pork-pieces brick masonry in regular solid wall structure, this solid wall fee and material ratio is more, and workman is when building by laying bricks or stones
Waste time and energy, and the wall built by laying bricks or stones is when weight indicator is met, and its corresponding compression strength is just than relatively low, only 2.8-
3.5MPa.Expansion bolt so can not be beaten on the wall of compression strength, greatly inconvenience is carried out to installation door curtain heading tape, while
Made troubles to interior decoration from now on.For convenience door and window installation or meet finishing requirement, only using seven crew cut bricks,
Standard brick or the component of customization carry out matching operation, to solve the problems, such as to beat expansion bolt.But, but seven crew cut bricks, standard brick or fixed
The component heat insulation effect of system is bad, and their thermal conductivity factor is in 0.42-0.64, and country is to the wall thermal conductivity of skyscraper
Requirement be 0.18, this buries unfavorable factor with regard to the insulation of External Wall, and in order to ensure the reliable heat insulation effect of exterior wall, then again
Heat-insulation layer and bisque need to be added on the surface of wall, this not only wastes time and energy, and cause the increase of construction cost.
The content of the invention
Present invention aim to solve in existing skyscraper, using the method for traditional drawstring masonry panel
Expense material it is more, waste time and energy, and using existing steam pressurized brick or string brick masonry wall be not suitable for beat expansion
The inconvenient problem of bolt, construction, for this provides a kind of lightweight, high-strength, inexpensive, insulation rowlock wall building method.
Concrete scheme of the invention is：The present invention builds step by laying bricks or stones including following：
(1) some pieces of autoclaved aerated block bricks of same size are equipped with；
(2) according to the trend of the rowlock wall built by laying bricks or stones, master form mechanism is built；Master form mechanism by left and right two irony columns and it is left,
Right mould constitute, its middle left and right pattern by one be longitudinally arranged positioning while and at least one lateral arrangement pattern while group
Into, the magnet base A with switching knob is respectively arranged with the positioning side of left and right pattern, there is rectangle to insert on the pattern side of left pattern
Barrel structure, the rectangle hinge pedestal structure that the pattern of right mould matches while with pattern with left pattern；
(3) setting height(from bottom) and spacing to left and right pattern are adjusted, it is to be adjusted it is good after, start the switch rotation of magnet base A
Button, magnet base A produces magnetic force so that the positioning side correspondence absorption of left and right pattern is on left and right column；
(4) along the pattern side of left and right pattern, start to build the ground floor of rowlock wall by laying bricks or stones, set and pattern side phase
Parallel autoclaved aerated block brick is stretcher, and the autoclaved aerated block brick perpendicular with the pattern side is header；Ground floor is built by laying bricks or stones into
The rowlock wall of type is alternately built by laying bricks or stones and formed successively by some groups of stretchers and header along pattern edge direction, and every group of stretcher is by two blocks of stretchers
Relative spacing arrangement is formed, and every group of outer surface of stretcher and the two ends of header are in flush arrangement；
(5) according to the method described in step (3) and step (4), building by laying bricks or stones for upper strata rowlock wall is sequentially completed, and it is true when building by laying bricks or stones
The header protected in adjacent two-layer rowlock wall is arranged in dislocation.
Heretofore described column is telescopic post, is made up of upper and lower angle steel, by fixed clamping between two angle steel
It is solidly connected, the top and bottom correspondence in upper and lower angle steel same side is equipped with the magnet base B with switching knob；The step
(3) also include by expansion bolt upper and lower two pieces of iron plates being installed on the reinforced concrete support post in building, it is upper and lower
Two pieces of iron plates are corresponding with the magnet base B of the top and bottom of upper and lower angle steel.
Heretofore described fixing card has " u "-shaped cutting ferrule, and screw thread is provided with one of side of " u "-shaped cutting ferrule
Hole, and it is fitted with clamping screw.
The pattern side of heretofore described left and right pattern is provided with two, and two patterns constitute semi-enclosed while with positioning
Rectangular frame structure, handrail is provided with positioning side.
It is provided with the pattern side along the right mould elastic expansion plate being separate from the present invention, and equipped with
For by the pattern of left pattern in the pattern with right mould mutual locked voussoir.
In the present invention in adjacent two-layer rowlock wall, upper strata header is just to the centre position arrangement of lower floor's stretcher.
Pattern 1.5~the 2.0m of the length of side of heretofore described left and right pattern, the height of column is 3.0~4.0m；The steaming
Press aerated blocks brick specification be：220~298mm, 220~298mm wide are grown, thickness is 52~56mm, and is grown and length wide
It is equal.
The present invention has advantages below：
(1) present invention is improved by existing solid wall, it is proposed that a kind of rowlock wall, the rowlock wall low cost, builds by laying bricks or stones
It is convenient, by using master form mechanism to building by laying bricks or stones in rowlock wall carry out it is spacing be oriented to, it is ensured that the planarization of rowlock wall metope,
Avoiding is carrying out the increase and the increase of wall weight of construction cost levelling and bring to metope subsequently through painting bisque；
(2) rowlock wall for building shaping by laying bricks or stones of the present invention is lightweight, and the weight of unit volume is in 400kg or so, and it to be held
The pressure received reaches 6.0~7.5MPa, consequently facilitating beating expansion bolt on wall, facilitates the installation of indoor door and window, and full
Sufficient other related decoration requirements, it is adaptable to skyscraper；
(3) present invention carries out building by laying bricks or stones for rowlock wall using the square steam pressurized brick with same size, and the saving material of brick is more, province
Shi Shengli, construction speed greatly speeds up；And self-insurance temp effect is good, described rowlock wall formed in wall an air every
Thermosphere, further increases its self-insurance temp effect.
Brief description of the drawings
Fig. 1 is constructing structure schematic diagram of the invention；
Fig. 2 is the structural representation of the rowlock wall adjacent two layers that the present invention is built by laying bricks or stones；
Fig. 3 is the main structure diagram of master form mechanism in the present invention；
Fig. 4 is the overlooking the structure diagram of master form mechanism in the present invention；
Fig. 5 is the close-up schematic view at K in Fig. 4.
In figure：1-rowlock wall, 2-column, 2a-upper angle steel, 2b-lower angle steel, 3-left pattern, 4-right mould, 5-
Positioning side, 6-pattern side, 7-handrail, 8-magnet base A, 9-magnet base B, 10-switching knob, 11-fixing card, 11a-
" u "-shaped cutting ferrule, 11b-screwed hole, 11c-clamping screw, 12-reinforced concrete support post, 13-iron plate, 14-stretcher,
15-header, 16-elastic expansion plate, 17-voussoir.
Specific embodiment
Referring to Fig. 1-5, a kind of lightweight, high-strength, inexpensive, insulation rowlock wall building method, including following build step by laying bricks or stones：
(1) some pieces of autoclaved aerated block bricks of same size are equipped with；
(2) according to the trend of the rowlock wall 1 built by laying bricks or stones, master form mechanism is built；Master form mechanism is by left and right two irony columns 2 He
Left pattern 3, right mould 4 are constituted；Column 2 is telescopic post, is made up of upper angle steel 2a, lower angle steel 2b, is led between two angle steel
Fixing card 11 is crossed to be fastenedly connected；Left pattern 3, right mould 4 are leaned on by a positioning side 5 being longitudinally arranged and two lateral arrangements
Mould side 6 constitutes semi-enclosed rectangular frame structure, and handrail 7 is provided with positioning side 5；On left pattern 3, the positioning side 5 of right mould 4
On be respectively arranged with the magnet base A8 with switching knob 10, the pattern side of left pattern 3 has a rectangle insertion tube structure, and right mould 4 is leaned on
The rectangle hinge pedestal structure that mould matches when having the pattern with left pattern 3；
(3) column 2 is fixed first, is installed on the reinforced concrete support post 12 by expansion bolt in building
Upper and lower two pieces of iron plates 13, upper and lower two pieces of iron plates 13 and the magnet base for being arranged on upper angle steel 2a, the top and bottom of lower angle steel 2b
B9 is corresponding, starts the switching knob 10 on magnet base B9, and magnet base B9 produces magnetic force to cause the upper and lower ends of left and right column 2
Adsorb on the reinforced concrete support post 12 in building；Then left pattern 3 and right mould are installed on left and right column 2
4, left pattern 3, the setting height(from bottom) of right mould 4 and spacing are adjusted, it is to be adjusted it is good after, start the switch on magnet base A8
Knob 10, magnet base A8 produces magnetic force to cause the positioning side correspondence absorption of left pattern 3, right mould 4 on left and right column 2；
(4) along left pattern 3, the pattern side of right mould 4, start to build the ground floor of rowlock wall 1 by laying bricks or stones, setting is leaned on described
The parallel autoclaved aerated block brick in mould side is stretcher 14, and the autoclaved aerated block brick perpendicular with the pattern side is header 15；The
One layer of rowlock wall 1 for building shaping by laying bricks or stones is alternately built by laying bricks or stones and formed successively by some groups of stretchers and header along pattern edge direction, and every group suitable
Brick is formed by two pieces of stretcher relative spacing arrangements, and every group of outer surface of stretcher and the two ends of header are in flush arrangement；
(5) according to the method described in step (3) and step (4), building by laying bricks or stones for upper strata rowlock wall is sequentially completed, and it is true when building by laying bricks or stones
The header 15 protected in adjacent two-layer rowlock wall is arranged in dislocation.
Fixing card 11 described in the present embodiment has " u "-shaped cutting ferrule 11a, on one of side of " u "-shaped cutting ferrule 11a
Screwed hole 11b is provided with, and is fitted with clamping screw 11c.
The elastic expansion plate 16 being separate from is provided with the pattern side along the right mould 4 in the present embodiment, and
Equipped with voussoir 17, after the spacing between left pattern 3 and right mould 4 is adjusted, voussoir 17 is inserted in the pattern of right mould 4
In gap between side and elastic expansion plate 16, for the pattern of left pattern 3 is mutually locked in the pattern with right mould 4.
In the present embodiment in adjacent two-layer rowlock wall 1, upper strata header 15 is just to the centre position cloth of lower floor's stretcher 14
Put.
In the present embodiment, due to architectural requirement, wall is typically designed span for interior each reinforcing bar of 3m, i.e. building is mixed
That coagulates soil support column 12 is spaced in 3m or so.Thus, the pattern side of the left pattern 3 and right mould 4 be designed as it is long by 1.5~
2.0m, the height of the requirement for height design column 2 according to architecture storey is 3.0~4.0m；The specification of the autoclaved aerated block brick
For：220~298mm, 220~298mm wide are grown, thickness is 52~56mm, and is grown and equal length wide, wherein steam pressurized
The The concrete specification of block brick is as follows：220×220×56mm、238×238×56mm、258×258×56mm、298×298×
56mm。
Claims (7)
1. a kind of lightweight, it is high-strength, inexpensive, insulation rowlock wall building method, it is characterized in that：Step is built by laying bricks or stones including following：
(1) some pieces of autoclaved aerated block bricks of same size are equipped with；
(2) according to the trend of the rowlock wall built by laying bricks or stones, master form mechanism is built；Master form mechanism by left and right two irony columns and it is left,
Right mould constitute, its middle left and right pattern by one be longitudinally arranged positioning while and at least one lateral arrangement pattern while group
Into, the magnet base A with switching knob is respectively arranged with the positioning side of left and right pattern, there is rectangle to insert on the pattern side of left pattern
Barrel structure, the rectangle hinge pedestal structure that the pattern of right mould matches while with pattern with left pattern；
(3) setting height(from bottom) and spacing to left and right pattern are adjusted, it is to be adjusted it is good after, start the switch rotation of magnet base A
Button, magnet base A produces magnetic force so that the positioning side correspondence absorption of left and right pattern is on left and right column；
(4) along the pattern side of left and right pattern, start to build the ground floor of rowlock wall by laying bricks or stones, set and pattern side phase
Parallel autoclaved aerated block brick is stretcher, and the autoclaved aerated block brick perpendicular with the pattern side is header；Ground floor is built by laying bricks or stones into
The rowlock wall of type is alternately built by laying bricks or stones and formed successively by some groups of stretchers and header along pattern edge direction, and every group of stretcher is by two blocks of stretchers
Relative spacing arrangement is formed, and every group of outer surface of stretcher and the two ends of header are in flush arrangement；
(5) according to the method described in step (3) and step (4), building by laying bricks or stones for upper strata rowlock wall is sequentially completed, and it is true when building by laying bricks or stones
The header protected in adjacent two-layer rowlock wall is arranged in dislocation.
2. a kind of lightweight according to claim 1, it is high-strength, inexpensive, insulation rowlock wall building method, it is characterized in that：It is described
Column is telescopic post, is made up of upper and lower angle steel, is fastenedly connected by fixing card between two angle steel, same in upper and lower angle steel
The top and bottom correspondence of one side is equipped with the magnet base B with switching knob；The step (3) also includes passing through expansion bolt
Upper and lower two pieces of iron plates, upper and lower two pieces of iron plates and upper and lower angle steel are installed on the reinforced concrete support post in building
The magnet base B of top and bottom is corresponding.
3. a kind of lightweight according to claim 2, it is high-strength, inexpensive, insulation rowlock wall building method, it is characterized in that：It is described
Fixing card has " u "-shaped cutting ferrule, is provided with screwed hole on one of side of " u "-shaped cutting ferrule, and be fitted with clamping screw.
4. a kind of lightweight according to claim 1, it is high-strength, inexpensive, insulation rowlock wall building method, it is characterized in that：It is described
The pattern side of left and right pattern is provided with two, and two patterns constitute semi-enclosed rectangular frame structure while with positioning, on positioning side
It is provided with handrail.
5. a kind of lightweight according to claim 1, it is high-strength, inexpensive, insulation rowlock wall building method, it is characterized in that：On edge
The pattern side for the right mould is provided with the elastic expansion plate being separate from, and equipped with for by the pattern side of left pattern
The voussoir mutually locked with the pattern side of right mould.
6. a kind of lightweight according to claim 1, it is high-strength, inexpensive, insulation rowlock wall building method, it is characterized in that：In phase
In adjacent two-layer rowlock wall, upper strata header is just to the centre position arrangement of lower floor's stretcher.
7. a kind of lightweight according to claim 1, it is high-strength, inexpensive, insulation rowlock wall building method, it is characterized in that：It is described
Pattern 1.5~the 2.0m of the length of side of left and right pattern, the height of column is 3.0~4.0m；The specification of the autoclaved aerated block brick is：
220~298mm, 220~298mm wide are grown, thickness is 52~56mm, and is grown and equal length wide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710138229.5A CN106906920A (en) | 2017-03-09 | 2017-03-09 | A kind of lightweight, high-strength, inexpensive, insulation rowlock wall building method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710138229.5A CN106906920A (en) | 2017-03-09 | 2017-03-09 | A kind of lightweight, high-strength, inexpensive, insulation rowlock wall building method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106906920A true CN106906920A (en) | 2017-06-30 |
Family
ID=59186986
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710138229.5A Pending CN106906920A (en) | 2017-03-09 | 2017-03-09 | A kind of lightweight, high-strength, inexpensive, insulation rowlock wall building method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106906920A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112900639A (en) * | 2021-01-22 | 2021-06-04 | 中国建筑第八工程局有限公司 | Glass brick and aerated concrete block staggered installation connecting component and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1162675A (en) * | 1996-11-07 | 1997-10-22 | 刘志伟 | Method for integrated wall building |
| CN102352660A (en) * | 2011-06-02 | 2012-02-15 | 南通建筑工程总承包有限公司 | Gypsum block masonry and construction method thereof |
| CN202439108U (en) * | 2012-02-17 | 2012-09-19 | 吉林省佳和钢结构安装有限公司 | Special magnetic base for heat-insulation wallboard production line |
| CN202467169U (en) * | 2012-03-05 | 2012-10-03 | 江西省发达建筑集团有限公司 | Formwork structure for reinforced masonry |
| CN203270852U (en) * | 2013-05-23 | 2013-11-06 | 顾业明 | Light-weight high-strength heat-insulation concreted rowlock wall |
| CN203947788U (en) * | 2014-07-02 | 2014-11-19 | 宋仲华 | A kind of integrated apparatus of laying bricks fast, spreading slurry, joint filling |
| CN105908858A (en) * | 2016-06-03 | 2016-08-31 | 赤峰京环节能建材制造有限公司 | Linkage building block, building block wall and construction method of building block wall |
-
2017
- 2017-03-09 CN CN201710138229.5A patent/CN106906920A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1162675A (en) * | 1996-11-07 | 1997-10-22 | 刘志伟 | Method for integrated wall building |
| CN102352660A (en) * | 2011-06-02 | 2012-02-15 | 南通建筑工程总承包有限公司 | Gypsum block masonry and construction method thereof |
| CN202439108U (en) * | 2012-02-17 | 2012-09-19 | 吉林省佳和钢结构安装有限公司 | Special magnetic base for heat-insulation wallboard production line |
| CN202467169U (en) * | 2012-03-05 | 2012-10-03 | 江西省发达建筑集团有限公司 | Formwork structure for reinforced masonry |
| CN203270852U (en) * | 2013-05-23 | 2013-11-06 | 顾业明 | Light-weight high-strength heat-insulation concreted rowlock wall |
| CN203947788U (en) * | 2014-07-02 | 2014-11-19 | 宋仲华 | A kind of integrated apparatus of laying bricks fast, spreading slurry, joint filling |
| CN105908858A (en) * | 2016-06-03 | 2016-08-31 | 赤峰京环节能建材制造有限公司 | Linkage building block, building block wall and construction method of building block wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112900639A (en) * | 2021-01-22 | 2021-06-04 | 中国建筑第八工程局有限公司 | Glass brick and aerated concrete block staggered installation connecting component and construction method thereof |
| CN112900639B (en) * | 2021-01-22 | 2022-06-28 | 中国建筑第八工程局有限公司 | Glass brick and aerated concrete block staggered installation connecting component and construction method thereof |
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Application publication date: 20170630 |