CN202164859U - Building structure of residence built by laying bricks - Google Patents
Building structure of residence built by laying bricks Download PDFInfo
- Publication number
- CN202164859U CN202164859U CN201120249213XU CN201120249213U CN202164859U CN 202164859 U CN202164859 U CN 202164859U CN 201120249213X U CN201120249213X U CN 201120249213XU CN 201120249213 U CN201120249213 U CN 201120249213U CN 202164859 U CN202164859 U CN 202164859U
- Authority
- CN
- China
- Prior art keywords
- brick
- wall
- fragment
- framework
- bricks
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A building structure of a residence built by laying bricks comprises an inner wall and an outer wall. Both the inner wall and the outer wall comprise a framework. The framework is formed by vertical constructional columns and transverse ring beams, wherein the transverse ring beams are mutually connected into an integrated body; bricks are laid in the framework of the inner wall and the outer wall; each vertical constructional column is provided with horse-tooth troughs connected with the bricks; the bricks are sintered porous bricks; a reinforcing steel bar belt is arranged in the framework of the inner wall and the outer wall; in the framework of the outer wall, an insulation plate is clamped between every two bricks with different width; the insulation plates are arranged in a staggered way; the reinforcing steel bar belt of the outer wall comprises groove-shaped prefabricated block; and the groove of the prefabricated block is internally provided with a steel bar and cast with peagravel concrete. In the utility model, improvement is mainly implemented on the building of the structures of the wall bodies; each wall body is divided into blocks with width not exceeding 4.2 meters by the vertical constructional columns of reinforced concrete and then the blocks are transversely divided to the same height of a building by the ring beams; and the wall body is firmly fixed to confined masonry by reinforced concrete floor, therefore the requirements of energy saving and shock resistance are met, wherein the height of the sintered porous bricks is 123mm.
Description
Technical field
The utility model relates to a kind of building structure of brick dwelling house, is the inner, external wall structure that is used to build the energy-conservation antidetonation dwelling house of the brick mix structure below 12 layers specifically, belongs to the building engineering technical field.
Background technology
Brick is a kind of traditional materials for wall that is used for dwelling house and general civilian construction, uses more than 2,000 year in China, and many contributions have been done in the survival and development of the Chinese nation.Along with the progress of history, to build the dwelling house mode with traditional old-fashioned brick and do not met the needs of the times, the weak point of brick structure mainly contains 3 points: the one, fire loam brick and destroy the farmland; The 2nd, the anti-seismic performance of brick wall body and heat-insulating property can not satisfy the requirement of modern earthquake-proof energy-saving; The 3rd, land used is nervous invariably for the big townlet in the whole nation, and brick structure can only be built 6～7 layers, can not satisfy pressing for of cities and towns dwelling house construction, and the people need the high-rise or little high residential building of safer earthquake-proof energy-saving.With the brick house wall of building, and suitably adopting reinforced concrete member, is exactly " brick mixes dwelling house " often said, once is the main flow of China's residential structure.Except grange, it is fewer and feweri that brick mixes dwelling house in recent years, but some places because there is abundant clay resource in these areas, are forbidden solid brick so adopt on the policy using, and do not forbid producing loam brick.Because of the needs of middle Development of Small Cities and Towns, the little high residential building below 12 layers of brick mix structure also must satisfy the earthquake-proof energy-saving requirement, thereby must build the new measure of taking by laying bricks or stones to the production and the brick wall of brick again.
The utility model content
The technical problem that the utility model will solve provides a kind of energy-conservation antidetonation, is used for the building structure of the brick dwelling house of little high level below 12 layers.
The building structure of the brick dwelling house of the utility model comprises interior wall and exterior wall, wherein is provided with vertical constructional column in all inner, external wall intersections, and vertical constructional column constitutes a kind of framework with the horizontal collar tie beam that is connected as a single entity; In the framework of inner, external wall, build fragment of brick by laying bricks or stones, on vertical constructional column, be provided with the gingival cyst of mucous gland in the newborn stubble that is connected with fragment of brick; Fragment of brick is the slug type porous brick, comprises that length is 240mm, highly is 123mm, and its width is respectively No. 1 fragment of brick of 190mm, 175mm, 90mm and 75mm, No. 2 fragments of brick, No. 3 fragments of brick and No. 4 fragments of brick; And in the framework of interior wall, establish interior wall arrangement of reinforcement band on every 800mm～1000mm height; In the exterior wall framework, warming plate of the fragment of brick therebetween that every skin fragment of brick is two kinds of different in width, warming plate is staggered to be settled; And establish exterior wall arrangement of reinforcement band on every 500mm～750mm height, exterior wall arrangement of reinforcement band comprises the flute profile prefabricated section that the twice brick is long, in the groove of prefabricated section, place reinforcing bar and pour into a mould pea gravel concrete, and identical No. 1 fragment of brick or No. 2 fragments of brick of prefabricated section replacement size; Reinforcing bar in the inner, external wall arrangement of reinforcement band is fixedly connected with reinforcing bar in the vertical constructional column; Highly be a story height between the two adjacent rings beam, and the reinforcing bar in the collar tie beam is fixedly connected with reinforcing bar in the reinforced concrete floor.
The building structure of the brick dwelling house of the utility model, wherein width should be set up the stalk constructional column above 4.2 meters between the two vertical constructional columns, is provided with the gingival cyst of mucous gland in the newborn stubble that is connected with fragment of brick on the constructional column limit.
The building structure of the brick dwelling house of the utility model wherein is provided with reinforced concrete lintel and frame on the door on interior wall and the exterior wall, window opening mouth.
The building structure of the brick dwelling house of the utility model, wherein exterior wall arrangement of reinforcement band is in same vertical plane.
The building structure of the brick dwelling house of the utility model, wherein reinforced concrete floor is that cast in situs is made.
Mainly improve in the building structure of the brick dwelling house of the utility model from building by laying bricks or stones of wall body structure; Be divided into body of wall with the vertical constructional column of steel concrete and be no more than 4.2 meters wide plates; The square that laterally is divided into a story height again with collar tie beam, and the masonry walls body is fixedly become binding masonry firmly with reinforced concrete floor; At interval certain altitude adds the arrangement of reinforcement band one when building the inner, external wall fragment of brick by laying bricks or stones, can prevent the generation in crack and carrying out of crack, because whenever wall is experienced brisance and when swinging, is easy to generate " X " type crack.The constructional column limit also is provided with the gingival cyst of mucous gland in the newborn stubble, strengthens itself and being connected of building block, thereby improves the anti-seismic performance of body of wall.Be provided with warming plate between every skin building block of exterior wall, also be provided with the groove shaped prefabricated section of setting-in steel concrete arrangement of reinforcement, realize the insulation requirement of energy-conservation 65%～75% pair of body of wall.The fragment of brick of non-standard specification is set simultaneously, and it is more convenient to construct.The present invention can be used for the building of little high residential building below 12 layers, and reach energy-conservation shockproof requirements through fully proving in a word.
Description of drawings
Fig. 1 is an interior wall organigram in the building structure of the brick dwelling house of the utility model;
Fig. 2 is an interior wall vertical cross section sketch map among Fig. 1;
Fig. 3 is an interior wall horizontal section sketch map among Fig. 1;
Fig. 4 is an external wall structure sketch map in the building structure of the brick dwelling house of the utility model;
Fig. 5 is a slug type porous brick schematic perspective view in the building structure of the brick dwelling house of the utility model.
The specific embodiment
Visible by Fig. 1～Fig. 4, the building structure of the brick dwelling house of the utility model comprises interior wall and exterior wall, wherein is provided with vertical constructional column 2 in all inner, external wall intersections, a kind of framework that it and the horizontal collar tie beam 5 that is connected as a single entity constitute; In the framework of inner, external wall, build fragment of brick 1 by laying bricks or stones, on vertical constructional column 2, be provided with the gingival cyst of mucous gland in the newborn stubble 7 that is connected with fragment of brick 1; Fragment of brick is the slug type porous brick, comprises that length is 240mm, highly is 123mm, and its width is respectively 9, No. 3 fragments of brick 10 of 8, No. 2 fragments of brick of No. 1 fragment of brick and No. 4 fragments of brick 11 of 190mm, 175mm, 90mm and 75mm, sees Fig. 5; And in the framework of interior wall, establish the interior wall arrangement of reinforcement band 6 of steel concrete on the height of per 6 skin fragments of brick; In the exterior wall framework, warming plate 12 of the fragment of brick therebetween that every skin fragment of brick is two kinds of different in width, its staggered arrangement, the warming plate 12 in promptly every skin fragment of brick is positioned on two planes; And establish exterior wall arrangement of reinforcement band 13 on the height of per 4 skin fragments of brick; Exterior wall arrangement of reinforcement band 13 comprises the flute profile prefabricated section 14 that the twice brick is long; In the groove of prefabricated section 14, place reinforcing bar and pour into a mould pea gravel concrete 15, promptly be made with identical No. 1 fragment of brick 8 or No. 2 fragments of brick 9 of prefabricated section 14 replacement sizes; Reinforcing bar in the inner, external wall arrangement of reinforcement band 6,13 is fixedly connected with reinforcing bar in the vertical constructional column 2; Highly be a story height between the two adjacent rings beam 5, and the reinforcing bar in the collar tie beam 5 is fixedly connected with reinforcing bar in the reinforced concrete floor 4.
Should set up stalk constructional column 3 when wherein width surpasses 4.2 meters between two vertical constructional columns 2, on stalk constructional column 3, also be provided with the gingival cyst of mucous gland in the newborn stubble 7 that is connected with fragment of brick 1 equally.In addition, exterior wall arrangement of reinforcement band 13 is convenient to construction in same vertical plane.Also should be provided with reinforced concrete lintel and frame on door on interior wall and the exterior wall, the window opening mouth.Reinforced concrete floor 4 adopts cast in situs to make the raising of these all favourable wall body structure anti-seismic performances.
The present invention adopts the slug type porous brick, the fragment of brick of design off-standard size, and the requirement of different size body of wall is satisfied in the fragment of brick combination of different in width.Like No. 1 fragment of brick 8 and No. 3 fragment of brick 10 combinations, can realize that thickness of wall body is 320mm～340mm, warming plate thickness reaches 40mm～60mm; If No. 1 fragment of brick 8 and No. 4 fragment of brick 11 combinations keep gross thickness constant, warming plate thickness reaches 55mm～75mm; And No. 2 fragments of brick 9 and No. 4 fragment of brick 11 combinations can realize that thickness of wall body is 280mm～310mm, and warming plate thickness is 30mm～60mm.According to pertinent regulations, the fragment of brick that highly surpasses the artificial material of 115mm should be listed the building block category in.According to the current national standard, the permission construction height of reinforcing bars building block body of wall in 8 degree earthquake zonies is 36m, therefore can build dwelling house below 12 layers.Fully take into account during the porous design in the fragment of brick of the present invention simultaneously and be convenient to impact cutting, promptly be easy to impact cutting seven parted hair and bats, be convenient to construction according to the hole shape position.
Claims (5)
1. the building structure of a brick dwelling house comprises interior wall and exterior wall, it is characterized in that being provided with in the intersection of all said inner, external walls vertical constructional column (2), a kind of framework that said vertical constructional column (2) and the horizontal collar tie beam (5) that is connected as a single entity constitute; In the framework of inner, external wall, build fragment of brick (1) by laying bricks or stones, on said vertical constructional column (2), be provided with the gingival cyst of mucous gland in the newborn stubble (7) that is connected with said fragment of brick (1); Said fragment of brick (1) is the slug type porous brick, comprises that length is 240mm, highly is 123mm, and its width is respectively No. 1 fragment of brick (8), No. 2 fragments of brick (9), No. 3 fragments of brick (10) and No. 4 fragments of brick (11) of 190mm, 175mm, 90mm and 75mm; And in the framework of said interior wall, establish interior wall arrangement of reinforcement band (6) on every 800mm～1000mm height; In said exterior wall framework, every skin fragment of brick is by said fragment of brick (a 1) warming plate of therebetween (12) of two kinds of different in width, and said warming plate (12) is staggered to be settled; And establish exterior wall arrangement of reinforcement band (13) on every 500mm～750mm height; Said exterior wall arrangement of reinforcement band (13) comprises the flute profile prefabricated section (14) that the twice fragment of brick is long; In the groove of said prefabricated section (14), place reinforcing bar and pour into a mould pea gravel concrete (15), and identical said No. 1 fragment of brick (8) or No. 2 fragments of brick (9) of said prefabricated section (14) replacement size; Reinforcing bar in the said inner, external wall arrangement of reinforcement band (6,13) is fixedly connected with reinforcing bar in the said vertical constructional column (2); Highly be a story height between the adjacent two said circle fine strains of millet (5), and the reinforcing bar in the said collar tie beam (5) is fixedly connected with reinforcing bar in the reinforced concrete floor (4).
2. the building structure of brick dwelling house according to claim 1; It is characterized in that width should be set up stalk constructional column (3) above 4.2 meters between the two said vertical constructional columns (2), on said stalk constructional column (3), be provided with the said gingival cyst of mucous gland in the newborn stubble (7) that is connected with said fragment of brick (1).
3. the building structure of brick dwelling house according to claim 1 and 2 is characterized in that on the door on said interior wall and the exterior wall, window opening mouth, being provided with reinforced concrete lintel and frame.
4. the building structure of brick dwelling house according to claim 3 is characterized in that said exterior wall arrangement of reinforcement band (13) is in same vertical plane.
5. the building structure of brick dwelling house according to claim 4 is characterized in that said reinforced concrete floor (4) is prefabricated component or cast in situs making.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120249213XU CN202164859U (en) | 2011-07-15 | 2011-07-15 | Building structure of residence built by laying bricks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120249213XU CN202164859U (en) | 2011-07-15 | 2011-07-15 | Building structure of residence built by laying bricks |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202164859U true CN202164859U (en) | 2012-03-14 |
Family
ID=45800695
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201120249213XU Expired - Fee Related CN202164859U (en) | 2011-07-15 | 2011-07-15 | Building structure of residence built by laying bricks |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202164859U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767290A (en) * | 2012-08-07 | 2012-11-07 | 天津住宅集团建设工程总承包有限公司 | Construction method for retention position of constructional column of self-insulation sand aerated concrete block exterior wall |
| CN104594529A (en) * | 2015-01-19 | 2015-05-06 | 台州建筑安装工程公司 | Outer wall of steel structure plant, model frame of upright post at corner and outer wall construction method |
| CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
| CN113250461A (en) * | 2021-06-22 | 2021-08-13 | 四川农业大学 | Construction method for improving seismic resistance of wall with Tibetan Qiang stone wood structure |
-
2011
- 2011-07-15 CN CN201120249213XU patent/CN202164859U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767290A (en) * | 2012-08-07 | 2012-11-07 | 天津住宅集团建设工程总承包有限公司 | Construction method for retention position of constructional column of self-insulation sand aerated concrete block exterior wall |
| CN102767290B (en) * | 2012-08-07 | 2014-11-12 | 天津住宅集团建设工程总承包有限公司 | Construction method for retention position of constructional column of self-insulation sand aerated concrete block exterior wall |
| CN104594529A (en) * | 2015-01-19 | 2015-05-06 | 台州建筑安装工程公司 | Outer wall of steel structure plant, model frame of upright post at corner and outer wall construction method |
| CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
| CN113250461A (en) * | 2021-06-22 | 2021-08-13 | 四川农业大学 | Construction method for improving seismic resistance of wall with Tibetan Qiang stone wood structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101603337B (en) | Combined masonry of recycled concrete block with light heat-insulation mortar bed and manufacturing method thereof | |
| CN103835413B (en) | Covered with Angles silk screen Mortar Plates in-line frame foamed concrete bearing wall and the practice | |
| CN105421652A (en) | Composite heat-preserving wallboard | |
| CN103046665A (en) | Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof | |
| CN103938797A (en) | Heat-preserving recycled concrete rectangular column with dismantling-free high performance cement mortar mold plate and manufacturing method | |
| CN202164859U (en) | Building structure of residence built by laying bricks | |
| CN103195190A (en) | Recycled concrete brick and insulating layer composite wall with tie reinforcing steel bars and manufacturing method thereof | |
| CN201224941Y (en) | Environment protection type structure thermal insulation concrete building block, masonry and anti-vibration residential building | |
| CN103556754A (en) | Single-line reinforcement thermal insulation bearing shear wall with T-shaped hidden posts at end parts and manufacturing method of shear wall | |
| CN201722813U (en) | Confined masonry structure | |
| CN103556759A (en) | Insulating and bearing shearing wall with cross-shaped embedded columns at central parts and single row of reinforcing bars and method | |
| CN103758248A (en) | T-frame insulation masonry single-row-reinforcement lightweight concrete wall and manufacturing method thereof | |
| CN103556755A (en) | Single-line reinforcement thermal insulation bearing shear wall with L-shaped hidden posts at end parts and manufacturing method of shear wall | |
| CN104818784B (en) | Thin-wall steel pipe concrete frame-light steel light concrete combined shear wall and construction method thereof | |
| CN103726592B (en) | Z-shaped column frame built-in single-row reinforcement light block body of wall and the practice | |
| CN108035484B (en) | Shock-resistant multi-ribbed composite wallboard | |
| CN202492970U (en) | Ferroconcrete column | |
| CN104405060A (en) | Masonry structure with longitudinal reinforcing rib and construction method thereof | |
| CN103953133A (en) | Energy-saving anti-seismic hollow wall masonry structure internally concealing combed joint core columns and core beams and manufacturing method thereof | |
| CN106638956A (en) | Concrete wallboard and ribbed slab dry type connection node | |
| CN203769123U (en) | Energy-saving anti-seismic hollow wall masonry structure with horse-toothed core columns and core beams hidden inside | |
| CN208121961U (en) | A kind of assembling frame corner node structure | |
| CN206408743U (en) | A kind of assembly concrete node | |
| CN201050127Y (en) | Cast in-situ light aggregate reinforcing steel concrete composite floor slab | |
| CN216341210U (en) | Steel structure assembled house |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120314 Termination date: 20160715 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |