CN203213379U - Heat-preserving and heat-insulating type concrete ring beam template building block - Google Patents
Heat-preserving and heat-insulating type concrete ring beam template building block Download PDFInfo
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- CN203213379U CN203213379U CN 201320031019 CN201320031019U CN203213379U CN 203213379 U CN203213379 U CN 203213379U CN 201320031019 CN201320031019 CN 201320031019 CN 201320031019 U CN201320031019 U CN 201320031019U CN 203213379 U CN203213379 U CN 203213379U
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- heat
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- ring beam
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- 239000004567 concrete Substances 0.000 title claims abstract description 27
- 238000009413 insulation Methods 0.000 claims description 12
- 239000010410 layer Substances 0.000 claims description 6
- 239000011810 insulating material Substances 0.000 claims description 3
- 239000011229 interlayer Substances 0.000 claims description 3
- 238000009415 formwork Methods 0.000 claims 5
- 239000004566 building material Substances 0.000 abstract description 2
- 239000000463 material Substances 0.000 abstract description 2
- 238000000926 separation method Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 6
- 238000004134 energy conservation Methods 0.000 description 4
- 238000011065 in-situ storage Methods 0.000 description 4
- 238000009414 blockwork Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000004321 preservation Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a heat-preserving and heat-insulating type concrete ring beam template building block and belongs to the field of building materials. The building block consists of double-layer concrete side walls, side ribs and bottom ribs, wherein a U-shaped groove is formed in the middle of the building block; two side walls are divided into an inner layer and an outer layer respectively, and are connected through transverse ribs to form vertical holes in which thin air layers or heat-preserving materials form heat-preserving separation layers, so that the heat transfer performance of a wall is reduced; a vertical hole is formed in the middle of each bottom rib, or one or two ends are recessed, so that a concrete component in the U-shaped groove is connected with a wall core column at the lower part of the building block, the structural integrity is improved, the carrying capacity of the wall is improved, and the anti-seismic performance is improved.
Description
One, technical field
The utility model relates to the building block of a kind of thermal insulation type concrete ring beam template, belongs to the novel wall building material field.
Two, background technology
Concrete hollow block is because cost is low, and the resource that do not occupy cultivated land becomes the materials for wall of promoting mainly that China's building wall changes project.Concrete hollow block institute masonry panel should arrange collar tie beam or cast-in-situ steel reinforced concrete level band, and be connected to strengthen the body of wall globality with stem stem or constructional column, but cast-in-situ concrete needs a large amount of templates and support unit, greatly reduce speed of application, increased construction complexity and the cost of blockwork, the template support problem that solves block masonry becomes the important topic that engineering interface faces.Simultaneously, position such as concrete collar tie beam and cast-in-situ concrete level band is the main heat bridge position of masonry structure body of wall.After " 12 " planning was put into effect, the requirement of building energy conservation in all parts of the country generally significantly improved, and starting with from the heat bridge position and carrying out masonry structure building energy conservation Study on Problems is the important channel that reduces building energy consumption.
Three, summary of the invention
The utility model proposes the building block of a kind of thermal insulation type concrete ring beam template, made by concrete, the building block two side is connected with (12), (13) or (16) by end rib (11), constitutes U-shaped groove, is used for concreting collar tie beam or horizontal band behind the placement reinforcing bar in the groove; Sidewall is divided into interior (5) (10), outer (3) (8) are two-layer, and inside and outside two layers of walls links to each other by cross rib (6) (7); Being insulation interbed (1) (4) (9) between inside and outside wall, is air buffer or heat insulating material in the insulation interbed, improves the building block thermal resistance; Two side cross rib (6) is staggeredly arranged in the block thickness direction with (7), increases the length of cast-in-place member in sidewall cross rib (6)-U-shaped groove-sidewall cross rib (7) line, prolongs the path of hot-fluid conduction, thereby further improves the thermal resistance of building block; End rib has building block length direction middle part to be provided with vertical hole (2), simultaneously indent (14) (15) and at one end (17) three kinds of indents at two ends, recess (14) (15) (17) can correspondingly with building block bottom body of wall stem stem vertically connect in vertical hole (2) or the end, the reinforcing bar concreting that is used for interting forms stem stem, make members such as concrete collar tie beam or level band and whole the watering of vertical stem stem be one, at inner form " skeleton " of blockwork, strengthen the blockwork globality.
The utility model building block is by arranging insulating interlayer between inside and outside wall, cross rib is staggeredly arranged and the middle part arranges U-shaped groove, improve institute's masonry panel in the thermal resistance at concrete collar tie beam or horizontal band heat bridge position, greatly reduce the heat bridge effect at this position, strengthen heat preservation energy-saving performance and structural performance, improved integrality of wall simultaneously.U-shaped building block provides template for the set collar tie beam of body of wall or the horizontal band of cast-in-situ steel reinforced concrete, significantly reduces construction complexity and cost.
The utility model building block is applicable to building load bearing wall and non, heat preservation energy-saving, easy construction and cost are low, the utility model building block simultaneously adopts the sandwich heat preservation design than the mode of external application warming plate good fireproof performance to be arranged, can be used for building to the higher dwelling house of energy-conservation and safety requirements and public building, building and structures such as agricultural greenhouse booth and industrial premises cheaply, application is comparatively wide, and good marketing prospect is arranged.
Four, description of drawings
Fig. 1 is that rib length direction middle part arranges vertical core piece type schematic diagram at the bottom of the utility model building block.
Fig. 2 is rib length direction two ends indent piece type schematic diagram at the bottom of the utility model building block.
Fig. 3 is rib length direction one end indent piece type schematic diagram at the bottom of the utility model building block.
1 is the sidewall interbed among the figure, the 2nd, and vertical core in the middle of the end rib, the 3rd, outer sidewall, the 4th, sidewall interbed, the 5th, internal layer sidewall, the 6th, sidewall cross rib, the 7th, sidewall cross rib, the 8th, outer sidewall, the 9th, sidewall interbed, the 10th, internal layer sidewall, the 11st, rib at the bottom of the end, the 12nd, bottom rib, the 13rd, rib at the bottom of the middle part of two ends indent, the 14th, recess in the rib end, the end, recess in the rib at the bottom of 15 ends, 16 is end ribs of an end indent, the 17th, and recess in the rib end, the end.
Five, the specific embodiment
The utility model concrete block is made up of concrete double sidewall, cross rib, end rib and insulating interlayer, forms U-shaped groove.The building block overall dimensions is determined according to construction module, each wall and cross rib are thick generally at 2~3cm, end rib thickness is generally at 3~5cm, and the inside and outside two layers of walls spacing of sidewall generally between 1.5~3.5cm, generally determine according to body of wall stem stem size by end rib major axis middle part or end vertical core size.Get each component such as cement, sand, water according to the design proportioning, evenly pour into building block mould behind the mix, the mechanical ramming demoulding, the length of time is stipulated in the maintenance building block.
From accompanying drawing 1,2,3 can, the utility model building block two side is interior (5) (10), outer (3) (8) bilayer, the centre can constitute insulation interbed (1) (4) (9) by embedded heat insulating material; The cross rib of two side (6) is staggeredly arranged each other with (7), thereby prolongs the distance of cast-in-place member in sidewall cross rib (6)-U-shaped groove-sidewall cross rib (7) line, improves thermal resistance; Vertical core (2) is arranged at rib middle part, the end or in length direction one end indent (17) or two ends indent (15) (16), whole the watering of stem stem of being convenient to U-shaped groove inner concrete member and bottom body of wall is one.Concrete mode of occupation is as follows:
The first step, building wall is behind collar tie beam or next skin building block height of concrete horizontal band absolute altitude, select the utility model building block of rib hole site, end correspondence according to body of wall stem stem position, bottom, the U-shaped mouthful of level that makes progress built a skin continuously by laying bricks or stones, guarantee at the bottom of the building block rib vertical core (2) or interior recess (14) (15) or (17) perforation of aliging with bottom masonry stem stem vertical core, the stem stem joint bar protrudes upward by end rib hole, be one so that the horizontal member in bottom concrete-core column and the U-shaped groove of the utility model building block is built, improve integrality of wall.
Second step according to the designing requirement assembling reinforcement, placed U-shaped groove, was connected with the stem stem joint bar colligation that protrudes upward by end rib vertical core (2) or interior recess (14) (15) or (17).
In the 3rd step, concreting in the U-shaped groove forms members such as concrete collar tie beam or horizontal band.
In the 4th step, finish the work of building by laying bricks or stones of body of wall according to designing requirement.
The utility model building block is starting point with energy-conservation, it is outstanding to have heat insulation effect, technology is simple, easy construction, alternative template is used for building collar tie beam or horizontal band, avoids complicated procedures of forming that template support brings and the advantage of cost, is suitable for widely applying in Facilities Construction such as dwelling house and office building, agricultural greenhouse booth, industrial premises, the huge market demand has a extensive future.
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN 201320031019 CN203213379U (en) | 2013-01-22 | 2013-01-22 | Heat-preserving and heat-insulating type concrete ring beam template building block |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN 201320031019 CN203213379U (en) | 2013-01-22 | 2013-01-22 | Heat-preserving and heat-insulating type concrete ring beam template building block |
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CN203213379U true CN203213379U (en) | 2013-09-25 |
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CN 201320031019 Expired - Fee Related CN203213379U (en) | 2013-01-22 | 2013-01-22 | Heat-preserving and heat-insulating type concrete ring beam template building block |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104141358A (en) * | 2014-07-07 | 2014-11-12 | 上海交通大学 | Mortar-free self-embedded masonry structure system and building comprising system |
CN105484421A (en) * | 2015-12-14 | 2016-04-13 | 二十二冶集团第一建设有限公司 | Ring beam formwork bricks and building secondary structure filler wall ring beam construction method |
CN108343234A (en) * | 2018-05-02 | 2018-07-31 | 天津城建大学 | It can be used as modification module and its application of the cast-in-place ring beam template of hollowed-block masonry |
CN115198926A (en) * | 2022-05-13 | 2022-10-18 | 江苏新盈装配建筑科技有限公司 | Frame structure assembly type wall-beam connecting structure and construction method thereof |
CN115233893A (en) * | 2022-08-23 | 2022-10-25 | 哈尔滨鸿盛建筑材料制造股份有限公司 | Assembled keeps warm, prevents fires decorates stem structure wall body module of integration |
-
2013
- 2013-01-22 CN CN 201320031019 patent/CN203213379U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104141358A (en) * | 2014-07-07 | 2014-11-12 | 上海交通大学 | Mortar-free self-embedded masonry structure system and building comprising system |
CN105484421A (en) * | 2015-12-14 | 2016-04-13 | 二十二冶集团第一建设有限公司 | Ring beam formwork bricks and building secondary structure filler wall ring beam construction method |
CN108343234A (en) * | 2018-05-02 | 2018-07-31 | 天津城建大学 | It can be used as modification module and its application of the cast-in-place ring beam template of hollowed-block masonry |
CN108343234B (en) * | 2018-05-02 | 2023-10-27 | 天津城建大学 | Modified modules that can be used as hollow block cast-in-cast ring beam formwork and their applications |
CN115198926A (en) * | 2022-05-13 | 2022-10-18 | 江苏新盈装配建筑科技有限公司 | Frame structure assembly type wall-beam connecting structure and construction method thereof |
CN115198926B (en) * | 2022-05-13 | 2024-03-01 | 江苏新盈装配建筑科技有限公司 | Frame structure assembled wall-beam connection structure and construction method thereof |
CN115233893A (en) * | 2022-08-23 | 2022-10-25 | 哈尔滨鸿盛建筑材料制造股份有限公司 | Assembled keeps warm, prevents fires decorates stem structure wall body module of integration |
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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: 20130925 Termination date: 20190122 |
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CF01 | Termination of patent right due to non-payment of annual fee |