CN2473244Y - Multiple row bearing load small hollow combined block wall - Google Patents
Multiple row bearing load small hollow combined block wall Download PDFInfo
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- CN2473244Y CN2473244Y CN 00200811 CN00200811U CN2473244Y CN 2473244 Y CN2473244 Y CN 2473244Y CN 00200811 CN00200811 CN 00200811 CN 00200811 U CN00200811 U CN 00200811U CN 2473244 Y CN2473244 Y CN 2473244Y
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Abstract
The utility model relates to a multi-hole bearing mini-type air core combination building block wall body which is built by two types of building block combination of a first type and a second type. The first type building block has one main building block and seven subsidiary building blocks and the second building block has one main building block and eleven subsidiary building blocks. The external wall with five rows of holes and air layer compounded by the first and the second building blocks has the capabilities of bearing and heat preservation. The air layer can add the heat insulating material or not according to hot working requirements to external walls in different regions. The building block has the advantages of simple manufacturing machine, low composite cost and reinforcing shear strength and shock resistant ability. The utility model is applicable for the buildings of one or two floors or multistory buildings.
Description
The utility model relates to a kind of bearing small hollow building block body of wall.
At present, at cold district and severe cold area, the concrete small size hollow building block exterior wall generally has two-layer: one deck is a bearing course, with 390 * 190 * 190 (mm) single-row hole load-bearing block, one deck is insulation layer (insulation and outer insulation in having) in addition, links to each other with connector between two-layer.Its construction is cumbersome.
The purpose of this utility model provides the hollow assembled building blocks body of wall of a kind of many rounds bearing small, strengthens masonry insulation, heat-proof quality, improves shear strength, cracking resistance and the shock resistance of body of wall, is easy to produce and construction, reduces investment outlay.
The technical scheme of the hollow assembled building blocks body of wall of many rounds of the utility model bearing small: be staggered stacked the building by laying bricks or stones of rectangle building block that through hole is arranged by thin-walled, it is characterized in that: the rectangle building block comprises first type and B-mode two class building blocks, and the building block of first type has a kind of main building block and seven kinds of auxiliary block of concrete; B-mode building block has a kind of main building block and 11 kinds of auxiliary block of concrete;
The through hole of wherein first type master building block (K1 first) is scattered in three rows, two rectangular openings of middle horizontal row row, and three rectangular openings of both sides two horizontal row row, each row's hole and hole wall are staggered;
First type auxiliary block of concrete (K2 first) through hole is scattered in three rows, two rectangular openings of middle horizontal row row, and two rectangular openings of both sides two horizontal row row, each row's hole and hole wall are staggered, and building block length is littler than first type master building block;
First type auxiliary block of concrete (K3 first) through hole is scattered in three rows, rectangular opening of every horizontal row row, and building block length is littler than first type master building block;
First type auxiliary block of concrete (K4 first) through hole length and main building block three rounds have a rectangular opening with long, and building block length is littler than first type master building block;
First type auxiliary block of concrete (K5 first) through hole is distributed in building block one side and becomes three rows, two rectangular openings of every horizontal row row, and each row's hole and hole wall are staggered, and the building block opposite side is a square through-hole, and building block length is identical with main building block;
First type auxiliary block of concrete (K6 first) through hole length and main building block three rounds have a rectangular opening with long;
First type auxiliary block of concrete (K7 first) and main building block are groove shape with wide, long together;
First type auxiliary block of concrete (K8 first) is long together with main building block, is groove shape; The through hole of B-mode main building block (K1 second) is scattered in two rows, two rectangular openings of horizontal row row, and three rectangular openings of another horizontal row row, each row's hole and hole wall are staggered;
B-mode auxiliary block of concrete (K2 second) through hole is scattered in two rows, two rectangular openings of two horizontal row row, and each row's hole and hole wall are staggered, and building block length is littler than B-mode main building block;
B-mode auxiliary block of concrete (K3 second) through hole is scattered in two rows, rectangular opening of every horizontal row row, and building block length is littler than B-mode main building block;
B-mode auxiliary block of concrete (K4 second) has a rectangular opening, and building block length is littler than B-mode main building block;
B-mode auxiliary block of concrete (K5 second) has a rectangular opening, and building block length and width are littler than B-mode main building block;
B-mode auxiliary block of concrete (K6 second) through hole is distributed in building block one side and becomes two rows, rectangular opening of every horizontal row row, and the building block opposite side is a square through-hole;
B-mode auxiliary block of concrete (K7 second) has three rectangular openings, and three angle of spot hole shapes are arranged;
B-mode auxiliary block of concrete (K8 second) has three rectangular openings, and three angle of spot hole shapes arrange that the rectangular opening in bight is a square, and the hole of both sides portion is a rectangle;
B-mode auxiliary block of concrete (K9 second) through hole length and main building block three rounds have three row's rectangular openings, two holes of every row with wide;
B-mode auxiliary block of concrete (K10 second) has two row's rectangular openings, two holes of every row;
B-mode auxiliary block of concrete (K11 second) and B-mode main building block are groove shape with wide, long together;
B-mode auxiliary block of concrete (K12 second) is long together with B-mode main building block, is groove shape.
On the interface of above-mentioned building block one end the spill tongue and groove is arranged.
The rectangular through-hole of above-mentioned building block at one end exit is dwindled.
The utility model is combined into first and second liang of class building blocks has the exterior wall that five rounds add air layer, can load-bearing can be incubated again, and according to the thermal technology requirement of different regions to exterior wall, air layer can add or not add heat insulating material.Advantage is: 1, the wall of building block, rib are many, and highly low, and the building block with homemade one hand tile forming machine can be produced various strength grades reduces the investment of founding the factory, reduction building block cost of production.2, be combined into building block exterior wall with first, B-mode building block, have five rounds to add an air layer, wall insulation performance is near the heat-insulating property of 490mm solid clay brick wall.3, if add different heat insulating materials in air layer, than in the masonry inboard or to add heat insulating material simple in the outside, cost is low, and has avoided inside and outside insulation layer easily to produce the floated coat crack problem.4, because two-layer building block contact area is than single row of holes building block increase about many rounds body of wall, the shear strength of body of wall, cracking resistance and shock resistance have also obtained large increase.5,, very little to the influence of the intensity of body of wall than the various pipelines, electric box, the sockets that are easier to bury underground different trends.Be applicable to Central Plains, North China, the northeast zone of constant temperature, cold and severe cold area, earthquake or non-seismic region, city or rural area vary in size one, two layer of standard width of a room in an old-style house building or multistory building.
Below in conjunction with drawings and Examples the utility model is described in detail:
Fig. 1 is the planform schematic diagram of the utility model first type master building block K1 first;
Fig. 2 is the lateral view of Fig. 1;
Fig. 3 is the vertical view of Fig. 1.
Fig. 4 is the planform schematic diagram of first type auxiliary block of concrete K2 first.
Fig. 5 is the planform schematic diagram of first type auxiliary block of concrete K3 first.
Fig. 6 is the planform schematic diagram of first type auxiliary block of concrete K4 first.
Fig. 7 is the planform schematic diagram of first type auxiliary block of concrete K5 first, and macropore is used to build stem stem.
Fig. 8 is the planform schematic diagram of first type auxiliary block of concrete K6 first, and macropore is used to build stem stem.
Fig. 9 is the planform schematic diagram of first type auxiliary block of concrete K7 first, is used for collar tie beam or lintel.
Figure 10 is the lateral view of Fig. 9.
Figure 11 is the planform schematic diagram of first type auxiliary block of concrete K8 first, is used for collar tie beam or lintel.
Figure 12 is without core rod, no constructional column T-joint body of wall first skin, builds by laying bricks or stones with building block K1, K2 are staggered.
Figure 13 is without core rod, no constructional column T-joint body of wall second skin, builds by laying bricks or stones with main building block K1.
Figure 14 is without core rod, no constructional column corner body of wall first skin, builds by laying bricks or stones with main building block K1.
Figure 15 is without core rod, no constructional column corner body of wall second skin, builds by laying bricks or stones with main building block K1.
Figure 16 is without core rod, no constructional column cruciform joint body of wall first skin, builds by laying bricks or stones with main building block K1.
Figure 17 is without core rod, no constructional column cruciform joint body of wall second skin, interlocks with K1 and K2 and builds by laying bricks or stones.
Figure 18 has stem stem, constructional column T-joint body of wall first skin is arranged, and builds joint by laying bricks or stones with K1, K5, K6.
Figure 19 has stem stem, constructional column T-joint body of wall second skin is arranged; Build by laying bricks or stones with K1, K5, K6 are staggered.
Figure 20 has stem stem, constructional column corner body of wall first skin is arranged, and builds joint by laying bricks or stones with K1, K5, K6.
Figure 21 has stem stem, constructional column corner body of wall second skin is arranged, and builds with K1, K5 are staggered
Figure 22 has stem stem, has constructional column cruciform joint body of wall first skin to build joint by laying bricks or stones with K1, K5, K6.
Figure 23 has stem stem, constructional column cruciform joint body of wall second skin is arranged, with K1, K5, K6 is staggered builds by laying bricks or stones.
Figure 24 is a door and window hole, builds by laying bricks or stones with K7 or K8, K1, K3.
Figure 25 is the planform schematic diagram of B-mode main building block K1 second;
Figure 26 is the lateral view of K1 second;
Figure 27 is the vertical view of K1 second.
Figure 28 is the planform schematic diagram of B-mode auxiliary block of concrete K2 second.
Figure 29 is the planform schematic diagram of B-mode auxiliary block of concrete K3 second.
Figure 30 is the planform schematic diagram of B-mode auxiliary block of concrete K4 second.
Figure 31 is the planform schematic diagram of B-mode auxiliary block of concrete K5 second.
Figure 32 is the planform schematic diagram of B-mode auxiliary block of concrete K6 second, and in position, building block both sides difference, it is just anti-with K6 second to be divided into K6 second according to the core hole.
Figure 33 is the planform schematic diagram of B-mode auxiliary block of concrete K7 second.
Figure 34 is the planform schematic diagram of B-mode auxiliary block of concrete K8 second.
Figure 35 is the planform schematic diagram of B-mode auxiliary block of concrete K9 second.
Figure 36 is the planform schematic diagram of B-mode auxiliary block of concrete K10 second.
Figure 37 is the planform schematic diagram of B-mode auxiliary block of concrete K11 second, is used for collar tie beam or lintel.
Figure 38 is the lateral view of K11 second.
Figure 39 is the planform schematic diagram of B-mode auxiliary block of concrete K12 second, is used for collar tie beam or lintel.
Figure 40 is without core rod, no constructional column T-joint body of wall first skin, builds by laying bricks or stones with K1 first and K1 second and K2 first, K2 second.
Figure 41 is without core rod, no constructional column T-joint body of wall second skin, with K1 first and K1 second with K2 first, K9 second is staggered builds by laying bricks or stones.
Figure 42 is without core rod, no constructional column corner body of wall first skin, builds by laying bricks or stones with K1 first and K1 second and K2 first, K2 second, K9 second, K10 second.
Figure 43 is without core rod, no constructional column corner body of wall second skin, corner with K1 first and K1 second and K2 first, K2 second, K9 second, K10 second is staggered builds by laying bricks or stones.
Figure 44 is without core rod, no constructional column cruciform joint body of wall first skin, builds by laying bricks or stones with K1 first and K2 first.
Figure 45 is without core rod, no constructional column cruciform joint body of wall second skin, builds by laying bricks or stones with K1 first and K2 first.
Shown in Figure 40～45: be the building block Pareto diagram of the T-joint of first, second combined masonry wall, corner, three kinds of nodes of cruciform joint, each node has the arrangement of two skin building blocks up and down, is applicable to one, two layer of grange.
Figure 46 has stem stem, constructional column T-joint body of wall first skin is arranged, and builds by laying bricks or stones with K1 first and K1 second and K3 first, K6 first, K6 second.The place builds stem stem in K6 Party A hole.
Figure 47 has stem stem, constructional column T-joint body of wall second skin is arranged; Build by laying bricks or stones with K1 first and K1 second and K2 first, K2 second, K5 first, K5 second.The place builds stem stem in K5 Party A hole.
Figure 48 has stem stem, constructional column corner body of wall first skin is arranged, and builds by laying bricks or stones with K1 first and K1 second and K3 first, K6 second, K7 second.Build constructional column in K6 second and K7 second vacancy.
Figure 49 has stem stem, constructional column corner body of wall second skin is arranged, and builds by laying bricks or stones with K1 first and K1 second and K8 second, builds stem stem or constructional column in K8 second vacancy.
Figure 50 has stem stem, has constructional column cruciform joint body of wall first skin to build by laying bricks or stones with K1 first and K5 first, K6 first, builds constructional column in K5 first and place, K6 Party A hole.
Figure 51 has stem stem, constructional column cruciform joint body of wall second skin is arranged, and builds by laying bricks or stones with K1 first and K5 first, K6 first, builds stem stem or constructional column in K5 first and place, K6 Party A hole.
Shown in Figure 45～51: be the building block Pareto diagram of the T-joint of first, second combined masonry wall, corner, three kinds of nodes of cruciform joint, each node has the arrangement of two skin building blocks up and down, and exterior wall has constructional column, and interior wall has stem stem, constructional column; Also can there be B-mode building block the constructional column outside, has improved the heat-insulating property of exterior wall, and facade all shows the arrangement of various building blocks, the aesthetic property of the outer facade of increase.Be applicable to six layers of building block dwelling house of octave earthquake zone construction.
Figure 52 is that another kind has stem stem, constructional column T-joint body of wall first skin is arranged, and builds by laying bricks or stones with K1 first and K1 second and K3 first, K3 second, K6 first, and the place builds stem stem in K6 Party A hole.
Figure 53 is that another kind has stem stem, constructional column T-joint body of wall second skin is arranged; Build by laying bricks or stones with K1 first and K1 second and K5 first, the place builds stem stem in K5 Party A hole.
Figure 54 is that another kind has stem stem, constructional column corner body of wall first skin is arranged, and builds by laying bricks or stones with K1 first and K1 second and K3 first, K3 second.On the corner build constructional column.
Figure 55 is that another kind has stem stem, constructional column corner body of wall second skin is arranged, and builds by laying bricks or stones with K1 first and K1 second, on the corner builds constructional column.
Figure 56 is that reinforced masonry is mainly built by laying bricks or stones with K1 first and K5 first, K6 first, builds stem stem in K5 first and place, K6 Party A hole.
Shown in Figure 52～56: be the building block Pareto diagram of the T-joint of first, second combined masonry wall, two kinds of nodes of corner and interior wall reinforced masonry, the constructional column sectional dimension of exterior wall strengthens, and helps improving the shock resistance of building; Interior wall adds stem stem, and concrete perfusion and reinforcement in the stem stem have increased the supporting capacity and the shock resistance of body of wall.Therefore, be applicable to earthquake zone, large bay multi-storey building, also can in high-rise building block building, use.
Figure 57 is the exterior wall door and window hole outside, builds by laying bricks or stones with K7 first or K8 first, K1 first, K3 first.
Figure 58 is the 1-1 sectional drawing of Figure 57, and build by laying bricks or stones with K7 first or K8 first in the outside, and build by laying bricks or stones with K11 second or K12 second the inboard.
Embodiment: the specification of first type master building block K1 first: 390 long * 190 wide * 140 height (mm);
The specification of first type auxiliary block of concrete K2 first: 290 long * 190 wide * 140 height (mm);
The specification of first type auxiliary block of concrete K3 first: 190 long * 190 wide * 140 height (mm);
The specification of first type auxiliary block of concrete K4 first: 90 long * 190 wide * 140 height (mm);
The specification of first type auxiliary block of concrete K5 first: 390 long * 190 wide * 140 height (mm);
The specification of first type auxiliary block of concrete K6 first: 190 long * 190 wide * 140 height (mm);
The specification of first type auxiliary block of concrete K7 first: 390 long * 190 wide * 190 height (mm);
The specification of first type auxiliary block of concrete K8 first: 390 long * 190 wide * 140 height (mm).
The specification of B-mode main building block K1 second: 390 long * 133 wide * 140 height (mm);
The specification of B-mode auxiliary block of concrete K2 second: 290 long * 133 wide * 140 height (mm);
The specification of B-mode auxiliary block of concrete K3 second: 190 long * 133 wide * 140 height (mm);
The specification of B-mode auxiliary block of concrete K4 second: 90 long * 133 wide * 140 height (mm);
The specification of B-mode auxiliary block of concrete K5 second: 190 long * 120 wide * 140 height (mm);
The specification of B-mode auxiliary block of concrete K6 second: 290 long * 133 wide * 140 height (mm);
The specification of B-mode auxiliary block of concrete K7 second: 255 long * 255 wide * 140 height (mm);
The specification of B-mode auxiliary block of concrete K8 second: 355 long * 355 wide * 140 height (mm).
The specification of B-mode auxiliary block of concrete K9 second: 255 long * 190 wide * 140 height (mm);
The specification of B-mode auxiliary block of concrete K10 second: 255 long * 160 wide * 140 height (mm);
The specification of B-mode auxiliary block of concrete K11 second: 390 long * 133 wide * 190 height (mm);
The specification of B-mode auxiliary block of concrete K12 second: 190 long * 133 wide * 140 height (mm).
Claims (3)
1, the hollow assembled building blocks body of wall of a kind of many rounds bearing small is staggered stacked the building by laying bricks or stones of rectangle building block that through hole is arranged by thin-walled, and it is characterized in that: the rectangle building block comprises first type and B-mode two class building blocks, and the building block of first type has a kind of main building block and seven kinds of auxiliary block of concrete; B-mode building block has a kind of main building block and 11 kinds of auxiliary block of concrete;
The through hole of wherein first type master building block (K1 first) is scattered in three rows, two rectangular openings of middle horizontal row row, and three rectangular openings of both sides two horizontal row row, each row's hole and hole wall are staggered;
First type auxiliary block of concrete (K2 first) through hole is scattered in three rows, two rectangular openings of middle horizontal row row, and two rectangular openings of both sides two horizontal row row, each row's hole and hole wall are staggered, and building block length is littler than first type master building block;
First type auxiliary block of concrete (K3 first) through hole is scattered in three rows, rectangular opening of every horizontal row row, and building block length is littler than first type master building block;
First type auxiliary block of concrete (K4 first) through hole length and main building block three rounds have a rectangular opening with long, and building block length is littler than first type master building block;
First type auxiliary block of concrete (K5 first) through hole is distributed in building block one side and becomes three rows, two rectangular openings of every horizontal row row, and each row's hole and hole wall are staggered, and the building block opposite side is a square through-hole, and building block length is identical with main building block;
First type auxiliary block of concrete (K6 first) through hole length and main building block three rounds have a rectangular opening with long;
First type auxiliary block of concrete (K7 first) and main building block are groove shape with wide, long together;
First type auxiliary block of concrete (K8 first) is long together with main building block, is groove shape;
The through hole of B-mode main building block (K1 second) is scattered in two rows, two rectangular openings of horizontal row row, and three rectangular openings of another horizontal row row, each row's hole and hole wall are staggered;
B-mode auxiliary block of concrete (K2 second) through hole is scattered in two rows, two rectangular openings of two horizontal row row, and each row's hole and hole wall are staggered, and building block length is littler than B-mode main building block;
B-mode auxiliary block of concrete (K3 second) through hole is scattered in two rows, rectangular opening of every horizontal row row, and building block length is littler than B-mode main building block;
B-mode auxiliary block of concrete (K4 second) has a rectangular opening, and building block length is littler than B-mode main building block;
B-mode auxiliary block of concrete (K5 second) has a rectangular opening, and building block length and width are littler than B-mode main building block;
B-mode auxiliary block of concrete (K6 second) through hole is distributed in building block one side and becomes two rows, rectangular opening of every horizontal row row, and the building block opposite side is a square through-hole;
B-mode auxiliary block of concrete (K7 second) has three rectangular openings, and three angle of spot hole shapes are arranged;
B-mode auxiliary block of concrete (K8 second) has three rectangular openings, and three angle of spot hole shapes arrange that the rectangular opening in bight is a square, and the hole of both sides portion is a rectangle;
B-mode auxiliary block of concrete (K9 second) through hole length and main building block three rounds have three row's rectangular openings, two holes of every row with wide;
B-mode auxiliary block of concrete (K10 second) has two row's rectangular openings, two holes of every row;
B-mode auxiliary block of concrete (K11 second) and B-mode main building block are groove shape with wide, long together;
B-mode auxiliary block of concrete (K12 second) is long together with B-mode main building block, is groove shape.
2, the hollow assembled building blocks body of wall of many rounds bearing small according to claim 1 is characterized in that: on the interface of described building block one end the spill tongue and groove is arranged.
3, the hollow assembled building blocks body of wall of many rounds bearing small according to claim 1, it is characterized in that: the rectangular through-hole of described building block at one end exit is dwindled.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00200811 CN2473244Y (en) | 2000-01-19 | 2000-01-19 | Multiple row bearing load small hollow combined block wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00200811 CN2473244Y (en) | 2000-01-19 | 2000-01-19 | Multiple row bearing load small hollow combined block wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2473244Y true CN2473244Y (en) | 2002-01-23 |
Family
ID=33570190
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00200811 Expired - Fee Related CN2473244Y (en) | 2000-01-19 | 2000-01-19 | Multiple row bearing load small hollow combined block wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2473244Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101892721A (en) * | 2010-03-05 | 2010-11-24 | 中国建筑设计研究院 | 140mm load-bearing block and block wall body used in rural areas and construction method thereof |
-
2000
- 2000-01-19 CN CN 00200811 patent/CN2473244Y/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101892721A (en) * | 2010-03-05 | 2010-11-24 | 中国建筑设计研究院 | 140mm load-bearing block and block wall body used in rural areas and construction method thereof |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |