CN87213891U - Pour-in-place core column type big hole concrete paving block for wall board - Google Patents
Pour-in-place core column type big hole concrete paving block for wall board Download PDFInfo
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- CN87213891U CN87213891U CN 87213891 CN87213891U CN87213891U CN 87213891 U CN87213891 U CN 87213891U CN 87213891 CN87213891 CN 87213891 CN 87213891 U CN87213891 U CN 87213891U CN 87213891 U CN87213891 U CN 87213891U
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Abstract
The utility model relates to a wall body built by pour-in-place core column type big hole concrete building blocks, which adopts medium-size big hole concrete building blocks in a dry masonry mode. A pour-in-place reinforced concrete core column is formed in a cavity of the butting part of two building blocks to be used as a bearing column. A layer ring beam is formed by U-shaped concrete building blocks, and pour-in-place reinforced concrete ring beam is formed in the cavity to form a skeletal wall body in a fence type. The utility model has the advantages of good wall steadiness, heat preservation, heat insulation, sound isolation and shock resistance, simple structure, easy manufacturing, low cost, etc. The weight of the utility model is the 1/3 of the weight of a brick wall and is 20% lighter than the weight of a wall built by small building blocks. The utility model can save cost by 15 to 50%. The utility model is suitable for being used for building various low-rise houses within five layers.
Description
The utility model relates to builing industry.
In traditional materials for wall, the brick wall weight that solid clay brick is built into is big, and heat-insulating property is poor, and the field taking soil and making brik need be ruined in many areas.The little weight in concrete block hole of existing various replacement solid clay bricks is big, and insulation and moisture-proof characteristic are poor, and will build by laying bricks or stones with mortar between the building block, and the expense material is taken a lot of work.
The purpose of this utility model is a kind of coarse porous concrete blockwork that adopts cast-in-place stem stem of designing at the problem of above-mentioned existence.
Feature of the present utility model is: adopt the coarse porous concrete building block, and assembled between the building block, need not concrete mortar.II shape, III shape, U-shaped are made in building block, at the joint of two building blocks a cavity are arranged, and the cast-in-situ steel reinforced concrete stem stem is a load-bearing pillar, with the crisscross formation paling form of layer collar tie beam skeleton.
Accompanying drawing 1 is the utility model building wall schematic diagram.
Accompanying drawing 2 is macropore master building block perspective views.
Accompanying drawing 3 is turning building block perspective views.
Accompanying drawing 4 is U-shaped bottom opening building block perspective views.
Accompanying drawing 5 is U-shaped collar tie beam building block perspective views.
Further specify the utility model below in conjunction with accompanying drawing:
Whole body of wall is made up of main building block 1, turning building block 4, stem stem 2 and collar tie beam 3.Building block 1 and building block 1 arrangement of aliging up and down is as non-lbearing wall material.Because II shape is made in building block 1, hollow is porose, two ends are fluted, therefore formed cavity at the two ends of horizontal two building blocks notch joint, cast-in-situ steel reinforced concrete stem stem 2 in cavity is as bearing column, III shape is made in turning building block 4, one end is fluted, forms cavity, fluid concrete stem stem when being convenient to dock with main building block 1; The other end is the hole, is convenient to the cast-in-situ steel reinforced concrete corner post; With U-shaped collar tie beam building block 5, the U-lag mouth is upwards arranged, cast-in-situ steel reinforced concrete collar tie beam in groove at every layer of collar tie beam position.In order to strengthen body of wall overall performance and anti-seismic performance, cross stem stem 2 positions on every layer top and adopt U-shaped bottom opening building block 6, make reinforcing bar pass the bottom opening place of building block 6, be convenient to join with the last layer reinforcing bar, cast concrete then, form paling form skeleton body of wall.The making of building block adopts framed vibration moulding to form.The appearance and size of main building block 1 is 500～1000 * 190～240 * 190～240(mm), and the wall rib thickness is 25～30mm.
According to the building block that the utility model is made, simple in structure, easy to process, with low cost. Whole wall weight is light, only is 1/3 of brick wall, and also light by 20% than little building block, cost can save 15～50%. Because blockhouse adopts stem stem to connect, stem stem is connected with layer collar tie beam again, so holistic resistant behavior is good, and the insulation in house, heat insulation, sound insulation, anti-seismic performance are all excellent In brick wall and present existing little blockwork. And the blockhouse of body of wall builds by laying bricks or stones without mortar, therefore saved template and complicated scaffold, and the amount of whitewashing is little. Therefore this body of wall is convenient to perhaps can be used as ventilating hole channel or wall with flues chimney etc. by dress water power circuit owing in the building block cavity is arranged. Cold district is also filled granular or foam-like insulation material in the cavity therein.
The utility model is applicable to all kinds house of building low layer below five layers.
Claims (1)
1, cast-in-place stem stem formula coarse porous concrete blockwork is made non-lbearing wall material with concrete block, and is assembled between the building block, it is characterized in that:
A, concrete block are made medium-sized big hole shape, and the plane cross section of master ga(u)ge lattice building block is made II shape, and middle porose, two ends are fluted; The plane cross section of turning building block is made
Shape, an end is the hole, the other end is fluted; The longitudinal section of collar tie beam building block is made U-shaped;
B, in the cavity that two building block joints form the cast-in-situ steel reinforced concrete stem stem;
C, leave the hole, make the reinforcing bar of stem stem pass through this hole in collar tie beam building block and stem stem contact site.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 87213891 CN87213891U (en) | 1987-09-30 | 1987-09-30 | Pour-in-place core column type big hole concrete paving block for wall board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 87213891 CN87213891U (en) | 1987-09-30 | 1987-09-30 | Pour-in-place core column type big hole concrete paving block for wall board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN87213891U true CN87213891U (en) | 1988-06-08 |
Family
ID=4828310
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 87213891 Withdrawn CN87213891U (en) | 1987-09-30 | 1987-09-30 | Pour-in-place core column type big hole concrete paving block for wall board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN87213891U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100395416C (en) * | 2005-08-29 | 2008-06-18 | 单锦春 | Energy-saving architecture external enclosing and protective structure composite heat preservation wall |
| CN102094525A (en) * | 2011-01-07 | 2011-06-15 | 吴方伯 | Method for constructing reinforced concrete lintel |
| CN104060685A (en) * | 2013-03-20 | 2014-09-24 | 北京恒通创新赛木科技股份有限公司 | House structure |
| CN104453014A (en) * | 2014-11-14 | 2015-03-25 | 中国建筑第八工程局有限公司 | Connecting method and connecting structure of 3D printing filling wall and constructional column |
| CN104695591A (en) * | 2015-03-24 | 2015-06-10 | 济南轨道交通集团有限公司 | Self-thermal-insulation infilled wall with concrete columns and ring beams wrapped inside and construction method of self-thermal-insulation infilled wall |
| CN106049742A (en) * | 2016-06-30 | 2016-10-26 | 西安建筑科技大学 | Combined building block and construction method for forming wall body with combined building block |
| CN106149489A (en) * | 2014-11-14 | 2016-11-23 | 中国建筑第八工程局有限公司 | The 3D printing reinforced masonry shear wall that masonry is formed is printed based on 3D |
| CN107419822A (en) * | 2017-08-30 | 2017-12-01 | 东南大学 | A kind of Novel energy-saving wall of building |
-
1987
- 1987-09-30 CN CN 87213891 patent/CN87213891U/en not_active Withdrawn
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100395416C (en) * | 2005-08-29 | 2008-06-18 | 单锦春 | Energy-saving architecture external enclosing and protective structure composite heat preservation wall |
| CN102094525A (en) * | 2011-01-07 | 2011-06-15 | 吴方伯 | Method for constructing reinforced concrete lintel |
| CN104060685A (en) * | 2013-03-20 | 2014-09-24 | 北京恒通创新赛木科技股份有限公司 | House structure |
| CN106013800A (en) * | 2014-11-14 | 2016-10-12 | 中国建筑第八工程局有限公司 | Constructional column construction method based on 3D printing filling wall |
| CN104453014A (en) * | 2014-11-14 | 2015-03-25 | 中国建筑第八工程局有限公司 | Connecting method and connecting structure of 3D printing filling wall and constructional column |
| CN105908869A (en) * | 2014-11-14 | 2016-08-31 | 中国建筑第八工程局有限公司 | Structural column structure formed based on 3D printed filling wall |
| CN106193374B (en) * | 2014-11-14 | 2018-03-30 | 中国建筑第八工程局有限公司 | The preparation method of 3D printing reinforced masonry shear wall |
| CN106013511A (en) * | 2014-11-14 | 2016-10-12 | 中国建筑第八工程局有限公司 | 3D printing filling wall formed based on 3D printing brickwork |
| CN106013800B (en) * | 2014-11-14 | 2018-08-31 | 中国建筑第八工程局有限公司 | Constructional Col-umn Construction method based on 3D printing filled wall |
| CN106149489A (en) * | 2014-11-14 | 2016-11-23 | 中国建筑第八工程局有限公司 | The 3D printing reinforced masonry shear wall that masonry is formed is printed based on 3D |
| CN106193374A (en) * | 2014-11-14 | 2016-12-07 | 中国建筑第八工程局有限公司 | 3D prints the manufacture method of reinforced masonry shear wall |
| CN106013511B (en) * | 2014-11-14 | 2018-03-30 | 中国建筑第八工程局有限公司 | The 3D printing filled wall formed based on 3D printing masonry |
| CN106149489B (en) * | 2014-11-14 | 2018-02-06 | 中国建筑第八工程局有限公司 | The 3D printing reinforced masonry shear wall formed based on 3D printing masonry |
| CN105908869B (en) * | 2014-11-14 | 2018-03-30 | 中国建筑第八工程局有限公司 | The pillar structure formed based on 3D printing filled wall |
| CN104695591A (en) * | 2015-03-24 | 2015-06-10 | 济南轨道交通集团有限公司 | Self-thermal-insulation infilled wall with concrete columns and ring beams wrapped inside and construction method of self-thermal-insulation infilled wall |
| CN106049742A (en) * | 2016-06-30 | 2016-10-26 | 西安建筑科技大学 | Combined building block and construction method for forming wall body with combined building block |
| CN107419822A (en) * | 2017-08-30 | 2017-12-01 | 东南大学 | A kind of Novel energy-saving wall of building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| 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 |