CN1858373A - Large hole light aggregate hollow block filling wall and construction method - Google Patents
Large hole light aggregate hollow block filling wall and construction method Download PDFInfo
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- CN1858373A CN1858373A CN 200510072151 CN200510072151A CN1858373A CN 1858373 A CN1858373 A CN 1858373A CN 200510072151 CN200510072151 CN 200510072151 CN 200510072151 A CN200510072151 A CN 200510072151A CN 1858373 A CN1858373 A CN 1858373A
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Abstract
The large hole light aggregate filling block wall is thin wall with large hole and laid with large hole hollow blocks, including main blocks and auxiliary blocks staggering connected and adhered with high strength mortar. It has reinforcing structure bands and vertical columns in relatively small number, so that it has low construction cost and short construction period.
Description
Technical field
The present invention relates to the body of wall that a kind of building-block is built by laying bricks or stones, relate in particular to a kind of filled wall and job practices of large hole light aggregate concrete block masonry.
Background technology
Along with the high speed development of society, dwelling house and commercial office room are also all to high-rise, composite construction development.Usually use solid clay brick for a long time in the builing industry,, need to waste a large amount of energy in the sintering procedure though its intensity height is fired because solid brick needs; Its raw material adopts clay will waste a large amount of arable lands, has destroyed the ecological homeostasis and environment.Therefore, various novel materials for walls also emerge thereupon.There are problems such as slab-joint cracking, construction inconvenience, cost height in the large-sized sheet material assembling of the usefulness that the internal partition wall of existing dwelling house has.And existing building-block is because the restriction of the intensity of its interlocking property structure and bonding mortar, can only adopt per 3～4 layers of building-block commonly used at present to add one deck collar tie beam mode of (also claiming the concrete reinforcement band), not only increase the constructional materials cost owing to increase collar tie beam in the work progress, also prolonged the construction period.In addition, because the scale error of present common building-block is too big, be generally 10 millimeters to 15 millimeters, the thickness that is used for the bonding mortar between every layer of building-block like this is generally 20 millimeters to 30 millimeters; Not only increased building costs,, caused the bulk strength of body of wall to reduce simultaneously because the thickness of bonding mortar is big more, and its adhesive strength is low more; Have, as shown in figure 11, because the scale error of present common building-block is too big, also need smear a layer thickness on the surface after finishing building is 20 millimeters to 25 millimeters plastering mortar, and then scrapes and smear water proof putty again.Not only increase building costs, also prolonged the construction period.
The body of wall that this just need provide a kind of new structure both can reduce building costs, had shortened the duration, and its intensity also should satisfy building requirements.
Summary of the invention
In view of above-mentioned existing in prior technology problem, the purpose of this invention is to provide a kind of large hole light aggregate hollow block filling wall and job practices, can satisfy above-mentioned requirements, both can reduce building costs, shortened the duration, and its intensity also should satisfy building requirements.
The objective of the invention is to be achieved through the following technical solutions:
A kind of large hole light aggregate hollow block filling wall, by the staggered thin-walled body of wall of building by laying bricks or stones the centre that large through-hole is arranged of one group of large hole light aggregate hollow block, this group building block comprises main building block and auxiliary block of concrete; Main building block dual-side has one to three tongue and groove, and a side of auxiliary block of concrete has one to three tongue and groove; Be cross-linked locking by tongue and groove between main building block and/or the auxiliary block of concrete; Two-layer building block adopts the high strength bonding mortar bonding.
Described large hole light aggregate hollow block filling wall is whenever built more than five layers or five layers large hole light aggregate hollow block by laying bricks or stones and also will be built one deck structure by laying bricks or stones and strengthen structural belt.Be specially:
Whenever build five layers of large hole light aggregate hollow block by laying bricks or stones and also will build one deck structure reinforcement structural belt by laying bricks or stones; Or,
Whenever build six layers of large hole light aggregate hollow block by laying bricks or stones and also will build one deck structure reinforcement structural belt by laying bricks or stones; Or,
Whenever build seven layers of large hole light aggregate hollow block by laying bricks or stones and also will build one deck structure reinforcement structural belt by laying bricks or stones; Or,
Whenever build eight layers of large hole light aggregate hollow block by laying bricks or stones and also will build one deck structure reinforcement structural belt by laying bricks or stones; Or,
Whenever build nine layers of large hole light aggregate hollow block by laying bricks or stones and also will build one deck structure reinforcement structural belt by laying bricks or stones; Or,
Whenever build ten layers to 20 layers large hole light aggregate hollow block by laying bricks or stones and also will build one deck structure reinforcement structural belt by laying bricks or stones.
It is the opening building block that described structure is strengthened structural belt, in the opening building block, lay reinforcing rib again fluid concrete form; Perhaps,
Described structure is strengthened structural belt for installing mould, in mould the laying reinforcing rib again fluid concrete form; Perhaps,
Described structure is strengthened structural belt and is formed for re-lay cement mortar after laying reinforcing rib in the building block;
Reinforcing rib described here can be reinforcing bar or bamboo bar.
The adhesive strength of described high strength bonding mortar is more than or equal to 0.8MPa; The thickness of described high strength bonding mortar is 2 millimeters～10 millimeters.
Described large hole light aggregate hollow block filling wall whenever surpasses certain length, also is provided with the stem stem in the vertical direction; After described stem stem can penetrate the reinforcing rib that connects from top to bottom for the through hole along building block, fluid concrete formed; Reinforcing rib described here can be reinforcing bar or bamboo bar.
Described large hole light aggregate hollow block filling wall is formed in the building block of large hole light aggregate hollow block filling wall and also can be comprised and adjust building block and/or lintel building block; Adjusting building block and/or limit, lintel building block one or both sides has one to three tongue and groove, is cross-linked locking by tongue and groove between main building block, auxiliary block of concrete, adjustment building block and/or the lintel building block.
The scale error of the thickness direction of described main building block, auxiliary block of concrete, adjustment building block and/or lintel building block is less than 3 millimeters; The flatness error of front-back is less than 2 millimeters.
The above-mentioned large hole light aggregate hollow block filling wall of a kind of application comprises:
The structure and the method masonry panel of A, the above-mentioned large hole light aggregate hollow block filling wall of employing;
B, scrape the face surface course of plastering a wall at the table body of wall face of large hole light aggregate hollow block filling wall; The metope surface course here can be water proof putty.
Described step B can also for:
B1, scrape the face covering layer of plastering a wall at the table body of wall face of large hole light aggregate hollow block filling wall; The wall cladding here can be brushing gypsum;
B2, scrape the face surface course of plastering a wall at the table body of wall face of large hole light aggregate hollow block filling wall; The metope surface course here can be water proof putty.
By above technical scheme large hole light aggregate hollow block filling wall of the present invention as can be known, by the staggered thin-walled body of wall of building by laying bricks or stones the centre that large through-hole is arranged of one group of large hole light aggregate hollow block, this group building block is the middle thin-walled cube that large through-hole is arranged, and this group building block comprises main building block and auxiliary block of concrete; Be cross-linked locking between main building block and/or the auxiliary block of concrete; Two-layer building block adopts the high strength bonding mortar bonding.Owing to just need build one deck structure by laying bricks or stones every large hole light aggregate hollow block more than five layers or five layers and strengthen structural belt building by laying bricks or stones, even height can not adopt structure to strengthen structural belt when low, simultaneously, whenever surpasses certain length and just is provided with stem stem in the vertical direction.Like this, can reduce building costs, shorten the duration, and its intensity also should satisfy building requirements.
Description of drawings
Fig. 1 is the structural representation one of the embodiment one of large hole light aggregate hollow block filling wall of the present invention;
Fig. 2 is the structural representation two of the embodiment one of large hole light aggregate hollow block filling wall of the present invention;
Fig. 3 is the structural representation one of the embodiment two of large hole light aggregate hollow block filling wall of the present invention;
Fig. 4 is the structural representation two of the embodiment two of large hole light aggregate hollow block filling wall of the present invention;
Fig. 5 is the structural representation one of the embodiment three of large hole light aggregate hollow block filling wall of the present invention;
Fig. 6 is the structural representation two of the embodiment three of large hole light aggregate hollow block filling wall of the present invention;
Fig. 7 is the structural representation seven of large hole light aggregate hollow block filling wall of the present invention;
Fig. 8 is the structural representation eight of large hole light aggregate hollow block filling wall of the present invention;
Fig. 9 is the structural representation nine of large hole light aggregate hollow block filling wall of the present invention;
Figure 10 is the structural representation ten of large hole light aggregate hollow block filling wall of the present invention;
Figure 11 is the structural representation of existing hollow block filling wall;
Figure 12 is the structural representation 11 of large hole light aggregate hollow block filling wall of the present invention;
Figure 13 is the structural representation 12 of large hole light aggregate hollow block filling wall of the present invention.
The specific embodiment
The specific embodiment of its composition of large hole light aggregate hollow block filling wall of the present invention is as follows:
Embodiment one
As Fig. 1 and shown in Figure 2: large hole light aggregate hollow block filling wall, the thin-walled body of wall of large through-hole is arranged in the middle of building by laying bricks or stones by one group of large hole light aggregate hollow block is staggered, this group building block comprises main building block 1 and auxiliary block of concrete 2; Main building block 1 dual-side has one to three tongue and groove, and this example is a tongue and groove; One side of auxiliary block of concrete 2 has one to three tongue and groove; Be cross-linked locking by tongue and groove between main building block 1 and/or the auxiliary block of concrete 2.Two-layer building block adopts high strength bonding mortar 3 bonding.The intensity of bonding mortar is 0.8MPa.The thickness of bonding mortar is 5 millimeters.
Embodiment two
As shown in Figure 3 and Figure 4: large hole light aggregate hollow block filling wall, by the staggered thin-walled body of wall of building by laying bricks or stones the centre that large through-hole is arranged of one group of large hole light aggregate hollow block, this group building block comprises main building block 1 and auxiliary block of concrete 2; Main building block 1 dual-side has one to three tongue and groove, and this example is a tongue and groove; One side of auxiliary block of concrete 2 has one to three tongue and groove; Be cross-linked locking by tongue and groove between main building block 1 and/or the auxiliary block of concrete 2.Two-layer building block adopts high strength bonding mortar 3 bonding.The intensity of bonding mortar is 0.8MPa.The thickness of bonding mortar is 5 millimeters.Build one deck structure by laying bricks or stones every five layers of large hole light aggregate hollow block simultaneously and strengthened structural belt 4.Structure is strengthened structural belt 4 for directly to be provided with along the reinforcing bar of body of wall length direction in desired position, and the on-the-spot cement mortar of laying forms.Be provided with the stem stem 5 in the vertical direction in addition at the middle part of body of wall.After stem stem 5 penetrated the reinforcing bar that connects from top to bottom for the through hole along building block, the casting cement mortar formed.
Fig. 7, Fig. 8, Fig. 9 and Figure 10 are similar other embodiment of embodiment herewith, difference is the position difference that the concrete block masonry structure is strengthened structural belt 4, the number of plies of large hole light aggregate hollow block at interval is respectively six, seven, eight, nine layers, can certainly be ten layers to 20 layers, in addition more multi-layered.Can not establish structure at whole large hole light aggregate hollow block filling wall as shown in Figure 1 yet and strengthen structural belt 4.
Embodiment three
As Fig. 5 and shown in Figure 6: large hole light aggregate hollow block filling wall, the thin-walled body of wall of large through-hole is arranged in the middle of building by laying bricks or stones by one group of large hole light aggregate hollow block is staggered, present embodiment is provided with door opening on body of wall; This group building block comprises main building block 1 and auxiliary block of concrete 2; Main building block 1 dual-side has one to three tongue and groove, and this example is a tongue and groove; One side of auxiliary block of concrete 2 has one to three tongue and groove; Be cross-linked locking by tongue and groove between main building block 1 and/or the auxiliary block of concrete 2.Two-layer building block adopts high strength bonding mortar 3 bonding.The intensity of bonding mortar is 1MPa.The thickness of bonding mortar is 10 millimeters.Above door opening, there is one deck structure to strengthen structural belt 4 simultaneously.Structure is strengthened structural belt 4 for directly to be provided with along the reinforcing bar of body of wall length direction in desired position, and the on-the-spot cement mortar of laying forms.Respectively be provided with stem stem 5 in the vertical direction at two sides of door opening in addition.After stem stem 5 penetrated the reinforcing bar that connects from top to bottom for the through hole along building block, the casting cement mortar formed.
Horizontal collar tie beam 4 belows of present embodiment have ten layers of large hole light aggregate hollow block masonry wall.Simultaneously, if, the size incompatibility of the height at the hole of being opened or width and used main building block 1 and auxiliary block of concrete 2, just need to use and adjust building block and lintel building block, adjust building block and be used for to build by laying bricks or stones on the body of wall the main building block 1 of a monoblock and the situation of auxiliary block of concrete 2, and the lintel building block generally is used for the top of the top rail at hole.
Among the above embodiment, described structure is strengthened structural belt 4 also can be the opening building block, and laying reinforcing bar fluid concrete again forms.
Described structure is strengthened structural belt can also be for after installing mould, and laying reinforcing bar fluid concrete again forms.
Above-mentioned reinforcing bar all can replace with the bamboo bar.
The job practices of above-mentioned large hole light aggregate hollow block filling wall as shown in figure 13, at first adopts the structure and the method masonry panel of above-mentioned large hole light aggregate hollow block filling wall; Directly scrape then and smear water proof putty 7 at the table body of wall face of large hole light aggregate hollow block filling wall.Certainly in the work progress, can also brush gypsum 8 scraping to scrape to put on powder at the table body of wall face of large hole light aggregate hollow block filling wall before smearing water proof putty 7 as shown in figure 12.Can adopt the main cause of this mode to be, adopted main building block 1, auxiliary block of concrete 2, adjust the scale error of thickness direction of building block and/or lintel building block less than 3 millimeters; The flatness error of front-back is less than 2 millimeters.More much smaller than general building block error, be built into flatness error behind the body of wall in 6 millimeter, therefore need not smear a layer thickness on the surface is 20 millimeters to 25 millimeters plastering mortar, and then scrapes and smear water proof putty 7.Can directly scrape and smear water proof putty 7 at the table body of wall face of large hole light aggregate hollow block filling wall.When error is big slightly can scrape smear water proof putty before the table body of wall face of large hole light aggregate hollow block filling wall scrape put on powder the brush gypsum 8.Though brushing gypsum 8 costs here are relevant with the cost of plastering mortar few, the construction technology of brushing gypsum 8 is more much better than plastering mortar, is bonded in surface of wall easily.That is to say to scrape again and smear plastering mortar, just can directly finish engineering phase, enter the interior decoration stage.Save construction costs.
The raw material proportioning of the above large hole light aggregate hollow block filling wall only is the preferable specific embodiment and the representational specific embodiment of the present invention; And described large hole light aggregate hollow block filling wall and job practices only are the preferable and job practices of the present invention; But protection scope of the present invention is not limited thereto, and anyly is familiar with those skilled in the art in the technical scope that the present invention discloses, and the variation that can expect easily or replacement all should be encompassed within protection scope of the present invention.Therefore, protection scope of the present invention should be as the criterion with the protection domain of claims.
Claims (10)
1, a kind of large hole light aggregate hollow block filling wall, by the staggered thin-walled body of wall of building by laying bricks or stones the centre that large through-hole is arranged of one group of large hole light aggregate hollow block, it is characterized in that: this group building block comprises main building block and auxiliary block of concrete; Main building block dual-side has one to three tongue and groove, and a side of auxiliary block of concrete has one to three tongue and groove; Be cross-linked locking by tongue and groove between main building block and/or the auxiliary block of concrete; Two-layer building block adopts the high strength bonding mortar bonding.
2, large hole light aggregate hollow block filling wall according to claim 1 is characterized in that, whenever builds more than five layers or five layers large hole light aggregate hollow block by laying bricks or stones and also will build one deck structure by laying bricks or stones and strengthen structural belt.
3, large hole light aggregate hollow block filling wall according to claim 2 is characterized in that, whenever builds five layers of large hole light aggregate hollow block by laying bricks or stones and also will build one deck structure reinforcement structural belt by laying bricks or stones; Or,
Whenever build six layers of large hole light aggregate hollow block by laying bricks or stones and also will build one deck structure reinforcement structural belt by laying bricks or stones; Or,
Whenever build seven layers of large hole light aggregate hollow block by laying bricks or stones and also will build one deck structure reinforcement structural belt by laying bricks or stones; Or,
Whenever build eight layers of large hole light aggregate hollow block by laying bricks or stones and also will build one deck structure reinforcement structural belt by laying bricks or stones; Or,
Whenever build nine layers of large hole light aggregate hollow block by laying bricks or stones and also will build one deck structure reinforcement structural belt by laying bricks or stones; Or,
Whenever build ten layers to 20 layers large hole light aggregate hollow block by laying bricks or stones and also will build one deck structure reinforcement structural belt by laying bricks or stones.
According to claim 1,2 or 3 described large hole light aggregate hollow block filling walls, it is characterized in that 4, it is the opening building block that described structure is strengthened structural belt, in the opening building block, lay reinforcing rib again fluid concrete form; Perhaps,
Described structure is strengthened structural belt for installing mould, in mould the laying reinforcing rib again fluid concrete form; Perhaps,
Described structure is strengthened structural belt and is formed for re-lay cement mortar after laying reinforcing rib in the building block;
Reinforcing rib described here can be reinforcing bar or bamboo bar.
5, large hole light aggregate hollow block filling wall according to claim 1 is characterized in that, the adhesive strength of described high strength bonding mortar is more than or equal to 0.8MPa; The thickness of described high strength bonding mortar is 2 millimeters～10 millimeters.
6, large hole light aggregate hollow block filling wall according to claim 1 is characterized in that, whenever surpasses certain length, also is provided with the stem stem in the vertical direction; After described stem stem can penetrate the reinforcing rib that connects from top to bottom for the through hole along building block, fluid concrete formed; Reinforcing rib described here can be reinforcing bar or bamboo bar.
7, large hole light aggregate hollow block filling wall according to claim 1 is characterized in that, forms in the building block of large hole light aggregate hollow block filling wall and also can comprise adjustment building block and/or lintel building block; Adjusting building block and/or limit, lintel building block one or both sides has one to three tongue and groove, is cross-linked locking by tongue and groove between main building block, auxiliary block of concrete, adjustment building block and/or the lintel building block.
8, according to claim 1 or 7 described large hole light aggregate hollow block filling walls, the scale error of thickness direction that it is characterized in that described main building block, auxiliary block of concrete, adjustment building block and/or lintel building block is less than 3 millimeters; The flatness error of front-back is less than 2 millimeters.
9, the above-mentioned large hole light aggregate hollow block filling wall of a kind of application is characterized in that, comprising:
The structure and the method masonry panel of A, the above-mentioned large hole light aggregate hollow block filling wall of employing;
B, scrape the face surface course of plastering a wall at the table body of wall face of large hole light aggregate hollow block filling wall; The metope surface course here can be water proof putty.
10, the job practices of large hole light aggregate hollow block filling wall according to claim 9, it is characterized in that described step B can also for:
B1, scrape the face covering layer of plastering a wall at the table body of wall face of large hole light aggregate hollow block filling wall; The wall cladding here can be brushing gypsum;
B2, scrape the face surface course of plastering a wall at the table body of wall face of large hole light aggregate hollow block filling wall; The metope surface course here can be water proof putty.
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| CN 200510072151 CN1858373A (en) | 2005-05-25 | 2005-05-25 | Large hole light aggregate hollow block filling wall and construction method |
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| CN 200510072151 CN1858373A (en) | 2005-05-25 | 2005-05-25 | Large hole light aggregate hollow block filling wall and construction method |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102356203A (en) * | 2009-02-27 | 2012-02-15 | 吉温特有限公司 | Wall element and method for producing same |
| CN101568693B (en) * | 2007-12-12 | 2012-09-26 | 金圭禧 | Building block, building structure and the method of bricking wall using the same |
| CN106337562A (en) * | 2016-04-14 | 2017-01-18 | 杨建汉 | Method for building walls by stacking of hollow bricks and grouting |
-
2005
- 2005-05-25 CN CN 200510072151 patent/CN1858373A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101568693B (en) * | 2007-12-12 | 2012-09-26 | 金圭禧 | Building block, building structure and the method of bricking wall using the same |
| CN102356203A (en) * | 2009-02-27 | 2012-02-15 | 吉温特有限公司 | Wall element and method for producing same |
| CN106337562A (en) * | 2016-04-14 | 2017-01-18 | 杨建汉 | Method for building walls by stacking of hollow bricks and grouting |
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