CN103422589B - Concrete hollow block forms the method for masonry - Google Patents
Concrete hollow block forms the method for masonry Download PDFInfo
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- CN103422589B CN103422589B CN201210163843.4A CN201210163843A CN103422589B CN 103422589 B CN103422589 B CN 103422589B CN 201210163843 A CN201210163843 A CN 201210163843A CN 103422589 B CN103422589 B CN 103422589B
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Abstract
The present invention relates to the building method in a kind of construction, especially relate to a kind of method that concrete hollow block forms masonry.In method described in the present invention, masonry comprises the building block of successively building by laying bricks or stones, the two ends of masonry are cast-in-situ reinforced concrete column, floor gap masonry and masonry junction are cast-in-situ steel reinforced concrete beam, after building by laying bricks or stones, the mortar joint of each blockhouse, the mortar joint between building block and cast-in-situ steel reinforced concrete beam, the horse tooth trough between building block and cast-in-situ reinforced concrete column respectively composition rule and the bonding surface of non-coherent.Blockhouse has built mortar by laying bricks or stones.The invention has the advantages that: it is low that the masonry that the method is formed overcomes masonry horizontal direction shear-carrying capacity in the past, and the shortcoming of globality difference.Significantly improve masonry level shear capacity, improve its globality mechanical property, thus make masonry can be applicable in middle-high building, replace a part of cast-in-place shear wall.
Description
Technical field
The present invention relates to the building method in a kind of construction, especially relate to a kind of method that concrete hollow block forms masonry.
Background technology
At present, in masonry structure field, existing technology mostly is building by laying bricks or stones of successively building block, and namely common building block is rectangular-shaped, after every one deck concrete block masonry, do not line up with the brickwork joint of last layer building block in the vertical direction, thus strengthen the globality of masonry, but, this masonry way in the horizontal direction, aspect due to building block can form a plane, and the frictional force between building block and mortar is very little, and masonry shear-carrying capacity is very low; So the poor ability of masonry external force in opposing horizontal direction, easily destroy under stressed condition.
Also have the masonry that a kind of hexagonal prism concrete hollow block is formed in prior art, this building block can improve the bearing capacity on vertical direction, but is still difficult to the shear-carrying capacity of improving the standard on direction.
Summary of the invention
The object of the invention is to for the deficiencies in the prior art; a kind of concrete hollow block is provided to form the method for masonry; the masonry that the shear-carrying capacity hexagonal prism building block more in the past of the masonry formed by this method is built into improves a lot; make this masonry can as the bearing masonry of middle-high building; realize scale mechanization production, significantly reduce construction intensity and construction cost.
In method described in the present invention, masonry comprises the building block of successively building by laying bricks or stones, the two ends of masonry are cast-in-situ reinforced concrete column, floor gap masonry and masonry junction are cast-in-situ steel reinforced concrete beam, after building by laying bricks or stones, the mortar joint of each blockhouse, the mortar joint between building block and cast-in-situ steel reinforced concrete beam, the horse tooth trough between building block and cast-in-situ reinforced concrete column respectively composition rule and the bonding surface of non-coherent.Blockhouse has built mortar by laying bricks or stones.
Masonry comprises the first building block and the second building block, building block second building block and the first building block, the second building block and the first blockhouse every and be arranged alternately, the upper and lower surface of the first building block is parallel cascaded surface, the second segment heights H
3be greater than the height building block of ladder in cascaded surface, building block also comprises the 3rd building block, and the 3rd building block is in the two ends of every layer of second building block, and the second building block and the 3rd blockhouse exist mortar.The inside of the second building block and the first building block is all provided with cavity and supports floor, is provided with insulation layer in cavity.First building block is " convex " font polygon prism that bottom exists breach, i.e. the upper surface of the first building block exists square boss, and below exists square pit, the height H of boss
1with pit depth H
2sum is greater than the second segment heights H
3, the width L of the first building block
1with the width L of boss
2difference be greater than the width L of the second building block
3.To be at least two pieces of bottoms " convex " font polygon prism of there is breach be spliced side plane is staggered in described first building block, second building block is in two-layer first blockhouse up and down, shape conforms to adjacent four pieces of cavitys that the first building block is formed, and the shape of the 3rd building block matches with the first building block.Or the 3rd building block is eight prisms, cross section is " z " font, and namely the upper right corner of quadrangular and the lower left corner all exist square pit.
The rule narrated in the present invention and the bonding surface of non-coherent refer to, the cross section non-linear shapes of bonding surface, meanwhile, bonding surface non-smooth curve face, but in all directions with certain rule distribution in protruding and recessed face.
The invention has the advantages that: it is low that the masonry that the method is formed overcomes masonry horizontal direction shear-carrying capacity in the past, and the shortcoming of globality difference.Significantly improve masonry level shear capacity, improve its globality mechanical property, thus make masonry can be applicable in middle-high building, replace a part of cast-in-place shear wall.
Accompanying drawing explanation
Fig. 1 is the generalized section of the embodiment of the present invention 1 installment state;
Fig. 2 is the top view of the embodiment of the present invention 1 installment state;
Fig. 3 is the front view of the second building block of the embodiment of the present invention 1;
Fig. 4 be the second building block of the embodiment of the present invention 1 overlook direction sectional view;
Fig. 5 is the front view of the first building block of the embodiment of the present invention 1;
Fig. 6 is the main apparent direction full sectional view of the first building block of the embodiment of the present invention 1;
Fig. 7 be in Fig. 5 of the present invention the first building block overlook direction sectional view;
Fig. 8 is the front view of the second building block of the embodiment of the present invention 2;
Fig. 9 is the top view of the second building block of the embodiment of the present invention 2;
Figure 10 be the second building block of the embodiment of the present invention 2 overlook direction sectional view;
Figure 11 is the front view of the first building block of the embodiment of the present invention 2;
Figure 12 is the top view of the first building block of the embodiment of the present invention 2;
Figure 13 be the first building block in the embodiment of the present invention 2 overlook direction sectional view;
Figure 14 is the front view full sectional view of the 3rd building block of the embodiment of the present invention 1;
Figure 15 is the top view of the 3rd building block of the embodiment of the present invention 1;
Figure 16 is the top view of the 3rd building block of the embodiment of the present invention 2;
Figure 17 is the installment state generalized section of the embodiment of the present invention 3.
Detailed description of the invention
Embodiment 1
In method described in the present invention, masonry comprises the building block of successively building by laying bricks or stones, the two ends of masonry are cast-in-situ reinforced concrete column 7, floor gap masonry and masonry junction are cast-in-situ steel reinforced concrete beam 8, after building by laying bricks or stones, the mortar joint of each blockhouse, the mortar joint between building block and cast-in-situ steel reinforced concrete beam 8, horse tooth trough between building block and cast-in-situ reinforced concrete column 7 respectively composition rule and the bonding surface of non-coherent.Blockhouse has built mortar 4 by laying bricks or stones.
Masonry is made up of each building block, cast-in-situ steel reinforced concrete beam 8 and cast-in-situ reinforced concrete column 7.
The rule narrated in the present invention and the bonding surface of non-coherent refers to the cross section non-linear shapes of bonding surface, meanwhile, bonding surface non-smooth curve face, but in all directions with certain rule distribution in protruding and recessed face.
Construction results as Fig. 1-7,14,15, in the present embodiment, building block comprises the second building block 1, first building block 2 and the 3rd building block 6, second building block 1 and the first building block 2 interval and is arranged alternately, and the upper and lower surface of the first building block 2 is parallel cascaded surface, the second building block 1 height H
3be greater than the height of ladder in cascaded surface, the 3rd building block 6 is in the two ends of every one deck second building block 1, and three kinds of blockhouses exist mortar 4.All be provided with cavity 5 in each building block and support floor 3, in cavity 5, being provided with insulation layer.There is " convex " font polygon prism of breach for bottom in the first building block 2, i.e. the upper surface of the first building block 2 exists square boss, and below exists square pit, the height H of boss
1with pit depth H
2sum is greater than the second segment heights H
3, the width L of the first building block
1with the width L of boss
2difference be greater than the width L of the second building block
3.This structure can make face between layers be the stair-stepping face with rising and falling, thus avoid the structure being spaced apart wire between layers, the bearing capacity making masonry resist horizontal loading is provided by the frictional force between building block and mortar, change into and provided by the pressure between building block and building block, thus significantly improve the level shear capacity of masonry.
During construction the structure of masonry and construction method as follows, first, successively build by laying bricks or stones, 3rd building block 6 is positioned at the second building block 1 both sides, second building block 1 is placed in the first building block 2, lay building mortar between building block and building block, every floor builds shaping rear cast-in-situ steel reinforced concrete beam 8 and cast-in-situ reinforced concrete column 7 by laying bricks or stones; Then maintenance is shaping.
Embodiment 2
The structure of concrete block masonry and step are with embodiment 1.
As Fig. 8-13, to be at least two pieces of bottoms " convex " font polygon prism of there is breach be spliced side plane is staggered in described first building block 2, second building block 1 is in two-layer first blockhouse up and down, shape conforms to adjacent four pieces of cavitys that the first building block is formed, and the shape of the 3rd building block 6 matches with the first building block 2.This structure can make building block face between layers be the stair-stepping face with rising and falling, thus avoids the structure being spaced apart wire between layers, and masonry level shear capacity is significantly improved.
" convex " font polygon prism in embodiment interlocks on the surface in front and is spliced, and mainly refer to two notched building blocks splicings of " convex " font soffit, two shoulders of " convex " font itself do not require isometric, but the Central Symmetry of building block own.
In the present embodiment, whether cavity 5 exists is needed to determine by site operation situation, can fill insulant material in cavity, plays the effect of sound insulation simultaneously.
Embodiment 3
As Figure 17, the structure of described each building block is the structure in embodiment 1 simultaneously, or the structure in embodiment 2.Masonry way causes not having the 3rd building block 6.This mode structure is simply corresponding, construction of being more convenient for.
Embodiment 4
Second building block 1 cross section is any one or at least two kinds of combinations in T-shaped circular or the oval or cross of rectangle.Height H
3, and width L
3meet the requirement in embodiment 1-4.Above-mentioned shape mainly reaches the requirement that can form convex-concave between layers.
In above-described embodiment 1-4, in the present embodiment, whether cavity 5 exists is needed to determine by site operation situation, can fill insulant material in cavity 5, plays the effect of sound insulation simultaneously.
Claims (9)
1. concrete hollow block forms the method for masonry, it is characterized in that: described masonry comprises the building block of successively building by laying bricks or stones, the two ends of masonry are cast-in-situ reinforced concrete column (7), floor gap masonry and masonry junction are cast-in-situ steel reinforced concrete beam (8), after building by laying bricks or stones, the mortar joint of each blockhouse, the mortar joint between building block and cast-in-situ steel reinforced concrete beam (8), horse tooth trough between building block and cast-in-situ reinforced concrete column (7) respectively composition rule and the bonding surface of non-coherent.
2. concrete hollow block as claimed in claim 1 forms the method for masonry, it is characterized in that: described blockhouse has built mortar (4) by laying bricks or stones.
3. the masonry of concrete hollow block formation, is characterized in that: described masonry is made up of each building block, cast-in-situ steel reinforced concrete beam (8) and cast-in-situ reinforced concrete column (7); The mortar joint of each blockhouse, the mortar joint between building block and cast-in-situ steel reinforced concrete beam (8), horse tooth trough between building block and cast-in-situ reinforced concrete column (7) respectively composition rule and the bonding surface of non-coherent.
4. the masonry of concrete hollow block formation as claimed in claim 3, it is characterized in that: described masonry comprises the first building block (2) and the second building block (1), building block second building block (1) and the first building block (2), second building block (1) and the first building block (2) interval are also arranged alternately, the upper and lower surface of the first building block (2) is parallel cascaded surface, the second building block (1) height H
3be greater than the height of ladder in cascaded surface.
5. as claimed in claim 3 concrete hollow block form masonry, it is characterized in that: described building block also comprises the 3rd building block (6), the 3rd building block (6) is in the two ends of every layer of second building block (1).
6. the masonry of concrete hollow block formation as claimed in claim 4, it is characterized in that: the inside of described second building block (1) and the first building block (2) is all provided with cavity (5) and supports floor (3), and cavity is provided with insulation layer in (5).
7. the masonry of concrete hollow block formation as claimed in claim 4, it is characterized in that: described first building block (2) exists " convex " font polygon prism of breach for bottom, namely there is square boss in the upper surface of the first building block (2), there is square pit, the height H of boss in below
1with pit depth H
2sum is greater than the second segment heights H
3, the width L of the first building block
1the width L3 of the second building block is more than or equal to the difference of the width L2 of boss.
8. the masonry of concrete hollow block formation as claimed in claim 4, it is characterized in that: to be at least two pieces of bottoms " convex " font polygon prism of there is breach be spliced side plane is staggered described first building block (2), second building block (1) is in two-layer first blockhouse up and down, shape conforms to adjacent four pieces of cavitys that the first building block is formed, and the shape of the 3rd building block (6) matches with the first building block (2).
9. the masonry that forms of concrete hollow block as claimed in claim 5, is characterized in that: described 3rd building block (6) is eight prisms, and cross section is " z " font, and namely the upper right corner of quadrangular and the lower left corner all exist square pit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210163843.4A CN103422589B (en) | 2012-05-24 | 2012-05-24 | Concrete hollow block forms the method for masonry |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210163843.4A CN103422589B (en) | 2012-05-24 | 2012-05-24 | Concrete hollow block forms the method for masonry |
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| Publication Number | Publication Date |
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| CN103422589A CN103422589A (en) | 2013-12-04 |
| CN103422589B true CN103422589B (en) | 2015-12-23 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592816A (en) * | 2016-11-22 | 2017-04-26 | 华侨大学 | Novel tenoned stone wall and stone wall building method |
| CN106988593A (en) * | 2017-05-03 | 2017-07-28 | 东南大学 | A kind of house lifesaving structure and the lifesaving house provided with the house lifesaving structure |
| CN108086575A (en) * | 2017-12-26 | 2018-05-29 | 天津城建大学 | A kind of hollowed-block masonry structure with high shear behavior |
| CN109736529A (en) * | 2019-01-21 | 2019-05-10 | 清远市简一陶瓷有限公司 | Ceramic tile close joint paving metope structure and laying method |
| CN109736539A (en) * | 2019-01-21 | 2019-05-10 | 清远市简一陶瓷有限公司 | Ceramic tile close joint paving ground structure and laying method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| FR2463238B1 (en) * | 1979-08-14 | 1986-10-10 | Auric Lucien | UNIVERSAL MECHANICAL WALL WITH CRUCIPOTENTED ROOT |
| CN1020162C (en) * | 1990-03-13 | 1993-03-24 | 唐珉颂 | Irregular hollow building block with interlocking tenon and mortise and its use |
| CN2234469Y (en) * | 1995-12-28 | 1996-09-04 | 陆建衡 | Antiseismic high-strength composite member |
| AU2001100261A4 (en) * | 2001-08-13 | 2001-09-20 | Bennett, Geoffrey Vivian | Improvements in and relating to building formwork |
| CN1796697A (en) * | 2004-12-29 | 2006-07-05 | 申云翔 | Interlaced heat insulated heatproof connected building blocks in multiple uses |
| CN101597927A (en) * | 2009-06-19 | 2009-12-09 | 山东科技大学 | Concave building insulation building block and building method thereof |
| CN201794199U (en) * | 2010-03-26 | 2011-04-13 | 山东科技大学 | Meshed hollow building block |
| CN201704856U (en) * | 2010-04-15 | 2011-01-12 | 山东科技大学 | Z-type concrete-cored heat insulation building block |
| CN202124999U (en) * | 2011-05-19 | 2012-01-25 | 上海市房屋建筑设计院有限公司 | Construction structure for self-thermal insulation mortise building block wall |
| CN202689308U (en) * | 2012-05-24 | 2013-01-23 | 韩忠民 | Masonry body formed by concrete hollow blocks |
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