CN107700745A - A kind of new construction hollow brick - Google Patents
A kind of new construction hollow brick Download PDFInfo
- Publication number
- CN107700745A CN107700745A CN201711226500.7A CN201711226500A CN107700745A CN 107700745 A CN107700745 A CN 107700745A CN 201711226500 A CN201711226500 A CN 201711226500A CN 107700745 A CN107700745 A CN 107700745A
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- CN
- China
- Prior art keywords
- hollow brick
- dovetail groove
- brick
- dovetail
- hole
- 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.)
- Pending
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- 239000011464 hollow brick Substances 0.000 title claims abstract description 101
- 238000010276 construction Methods 0.000 title claims abstract description 28
- 238000009415 formwork Methods 0.000 claims abstract description 34
- 239000010410 layer Substances 0.000 claims abstract description 30
- 239000011449 brick Substances 0.000 claims abstract description 28
- 238000013461 design Methods 0.000 claims abstract description 8
- 239000011229 interlayer Substances 0.000 claims abstract description 8
- 230000000694 effects Effects 0.000 claims abstract description 7
- 239000002131 composite material Substances 0.000 claims abstract description 6
- 238000003780 insertion Methods 0.000 claims 1
- 230000037431 insertion Effects 0.000 claims 1
- 150000001875 compounds Chemical class 0.000 abstract description 17
- 239000011469 building brick Substances 0.000 abstract description 2
- 239000004566 building material Substances 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 22
- 238000001514 detection method Methods 0.000 description 10
- 238000009413 insulation Methods 0.000 description 6
- 239000012774 insulation material Substances 0.000 description 4
- 230000010412 perfusion Effects 0.000 description 4
- 238000012360 testing method Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001151 other effect Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of new construction hollow brick is related to building material field, including hollow brick, hole, in the outer surface for the side that hollow brick does not contact with other hollow bricks, is designed with dovetail groove parallel to hollow brick hole.Important improvement as the present invention, position of the dovetail groove on hollow brick, it must ensure when the hole vertical display of hollow brick simultaneously using interlayer displaced manner built by laying bricks or stones between masonry panel and hollow brick and brick by joint, the position of the dovetail groove of the hollow brick of different layers wall corresponds to vertically, and the dovetail groove of different interlayers can form the dovetail groove penetrated above and below wall.The present patent application by the design of the dovetail groove of hollow brick complex function, can realize completely the high intensity of non-dismantling formwork and hollow brick wall, high reliability it is compound, composite effect is good, simple in construction, be easily achieved.New construction hollow brick disclosed in the present patent application can be widely applied to building-brick type or frame construction construction, have high marketing and application value.
Description
Technical field
The present invention relates to building material field, and in particular to it is a kind of be used for masonry panel, the wall can be with heat preservation energy-saving
The new construction hollow brick of energy-conservation or heat-insulation layer being combined into one wall.
Background technology
Hollow brick, because its have light, intensity is high, insulation, sound insulation and noise reduction performance it is good.It is environmentally friendly, pollution-free, it is frame structure
The preferable packing material of building.In the prior art, hollow brick is more and wall heat insulation material or energy-saving material or other stratiform knots
The non-dismantling formwork that structure is formed is used cooperatively, so that the energy-conservation of wall, insulation, sound insulation and other effects are more preferably, but is constructed in reality
Cheng Zhong, wall non-dismantling formwork is compound by bonding way and hollow brick wall progress mostly, and bonding way just defines wall
Exempt to tear open be divided into it is Pork-pieces be bonded on wall, both unsightly, while the complex method of piecemeal shape, make wall and non-dismantling formwork
Between heat-insulating property do not reach preferable state.And the bonding way of prior art, when adhesive effect fails（Substantially, glue
Connect the time that effect only has several years）, non-dismantling formwork can be come off from hollow brick wall surface, and extremely bad body is caused to user
Test.The technical problem that complex method between hollow brick and non-dismantling formwork is showed, yielding many program of real estate enterprise should
With hollow brick wall and the compound construction method of non-dismantling formwork, increase building cost, the policy for not meeting energy-saving and emission-reduction is led
To and trend.
In addition, non-dismantling formwork is not appropriate for the surface object as building internal layer or outer layer in itself, if will exempt from form removal
The layer that plate is formed causes wall internal layer unsightly and personalization can not be carried out inside building portion as building masonry wall internal layer
Finishing, and if non-dismantling formwork as building envelopes, then if heat-insulation layer, which comes off, has larger potential safety hazard.So build
Thing is built when by the way of compound using hollow brick and insulation material, also constructs spread coagulation again in the internal layer or outer layer of insulation material
Soil layer.After concrete layer and non-dismantling formwork are compound, the stress of non-dismantling formwork has been aggravated, it is Nian Jie with hollow brick wall just at itself
In the case of easily coming off, concrete layer, more accelerate wall non-dismantling formwork and depart from wall.
So a kind of new hollow brick of research, can make the wall and more preferable compound, the solution sky of non-dismantling formwork built by laying bricks or stones
Heart brick wall body and the compound technical problem to come off of wall heat insulation material, it is just particularly important.
The content of the invention
For solution, combined strength bination is inadequate between hollow brick wall and non-dismantling formwork in the prior art, and adhesive effect is bad, easily
Failure, so as to cause the technical problems such as poor user experience, the present invention provides a kind of new construction hollow brick, by the change of brick shape,
With reference to wall construction technology, realize that the high intensity perfection between hollow brick wall and non-dismantling formwork is compound.
A kind of new construction hollow brick, including hollow brick, hole, it is characterised in that：Hollow brick not with other hollow bricks
The outer surface of the side of contact, it is designed with dovetail groove parallel to hollow brick hole.
As the important improvement of the present invention, position of the dovetail groove on hollow brick, must ensure when the hole of hollow brick is vertical
Put and when joint is built by laying bricks or stones using interlayer displaced manner between masonry panel and hollow brick and brick, different layers wall it is hollow
The position of the dovetail groove of brick corresponds to vertically, and the dovetail groove of different interlayers can form the dovetail groove penetrated above and below wall.
Present patent application by the design of the dovetail groove of hollow brick complex function, can realize completely non-dismantling formwork with it is hollow
The high intensity of brick wall body, high reliability it is compound, composite effect is good, simple in construction, be easily achieved.Disclosed in present patent application
New construction hollow brick can be widely applied to building-brick type or frame construction construction, have high marketing and using valency
Value.
Brief description of the drawings
The brief description of the drawings of the present invention is as follows：
Fig. 1：Hollow block construction schematic diagram；
Fig. 2：Use the wall and non-dismantling formwork layer compound connection structure schematic diagram of hollow brick.
In figure：1st, hollow brick 2, horizontal buckling groove 3, hole 4, dovetail clamping side 5, dovetail groove 6, horizontal clamping
Body 7, non-dismantling formwork layer 8, crab-bolt 9, concrete surface layer.
Embodiment
The present invention is described further below in conjunction with the accompanying drawings：
A kind of new construction hollow brick, including hollow brick 1, hole 3, it is characterised in that：Do not connect in hollow brick with other hollow bricks
The outer surface of tactile side, it is designed with dovetail groove 5 parallel to the hole 3 of hollow brick 1.
When carrying out the compound construction of wall, the plug of crab-bolt 8 is located at the lateral surface of non-dismantling formwork layer 7, and the body of crab-bolt 8 is across exempting to tear open
The plate body of template layer 7 in itself and hollow brick dovetail groove 5, the then concrete perfusion in dovetail groove 5, after concrete setting is blocking,
Crab-bolt 8 makes to realize the compound of high intensity between non-dismantling formwork layer 7 and concrete block, and by dovetail groove 5, then realize hollow
High-strength composite between brick brick body and concrete block.It can so say, by the design of hollow brick dovetail groove 5, then be aided with anchor
The use of bolt 8, realize mould that is permanent compound between non-dismantling formwork layer 7 and hollow brick wall, and using filling concrete
Formula, one-shot forming.Even if after compound between non-dismantling formwork layer and hollow wall with dovetail groove, applied again in non-dismantling formwork lateral surface
One layer concrete top layer 9, will not also cause non-dismantling formwork to come off.
As the important improvement of the present invention, position of the dovetail groove 5 on hollow brick, must ensure when the hole 3 of hollow brick is perpendicular
It is straight to put and when joint is built by laying bricks or stones using interlayer displaced manner between masonry panel and hollow brick and brick, the sky of different layers wall
The position of the dovetail groove 5 of heart brick corresponds to vertically, and the dovetail groove 5 of different interlayers can form the dovetail groove 5 penetrated above and below wall.
Further, dovetail groove 5 is designed in the outer surface of the side of face hole 3, and dovetail clamping side 4 is away from cell in hollow tile
Distance at the cut-off of hole 3, the 1/3 of the width of hollow brick hole 3 corresponding to the side being no more than.
Further, described dovetail clamping side 4 is hollow corresponding to side away from the distance at the cut-off of hollow brick hole 3
The 1/6 ~ 1/4 of the width of brick hole 3.The restriction of clamping side position, first, ensureing the intensity of clamping side in itself, first, in order to ensure
The groove inner volume of dovetail groove 5.If dovetail groove 5 is wide, the tension energy of the brick body relative narrower where clamping side, then clamping side
Power is poor, easily damage, so that the compound of hollow brick and wall has a potential safety hazard, and if volume mistake in buckling groove
Small, then the volume of the concrete irrigated is with regard to small, and after solidifying, and concrete tensile capacity itself is relatively poor, and concrete block is relative
It is easier to damage, so that hollow brick and the compound of wall still have potential safety hazard.
Further, dovetail groove 5 is deep is not less than 1 centimetre.
Further, when the groove bottom of dovetail groove 5 and the angle on dovetail clamping side 4 are spent for 45-75, the He of non-dismantling formwork layer 7
The composite effect of hollow brick wall is preferable.
Further, when the groove bottom of dovetail groove 5 and the angle on dovetail clamping side 4 are spent for 55-65, the He of non-dismantling formwork layer 7
The composite effect of hollow brick wall is optimal.
Further, to make the combination effect between same layer hollow brick 1 more preferable, also in the left and right side of hollow brick point
To design horizontal buckling groove 2 and horizontal locking member 6, the horizontal OK a karaoke club body of hollow brick can be inserted into the horizontal clamping of adjacent hollow bricks
In groove 2.
Further, described horizontal buckling groove 2 and horizontal locking member 6 can be designed as dovetail and dovetail fourth of the twelve Earthly Branches structure.
Strength modification is tested：
Using hollow brick said structure and after with the use of method building into wall by laying bricks or stones, applied in every square meter non-dismantling formwork lateral surface
300Kg pulling force.The entity of equal experiment condition is 5 groups.
1st, 1 centimetre of dovetail groove depth, the angle on the groove bottom of dovetail groove and dovetail clamping side are 60 degree, dovetail groove design is being just
At the cut-off of hole, corresponding dovetail groove clamping side then corresponds to the position of hole.51st day, 1 group of non-dismantling formwork, which has, to come off
Sign, found after detection, there is damage sign on clamping side.
2nd, 1 centimetre of dovetail groove depth, the angle on the groove bottom of dovetail groove and dovetail clamping side be 60 degree, dovetail clamping back gauge sky
Distance at heart brick hole cut-off, when being 1/7 of the width of hollow brick hole corresponding to side, the 57th day, 1 group of non-dismantling formwork had
Come off sign, is found after detection, and there is damage sign on clamping side.
3rd, 1 centimetre of dovetail groove depth, the angle on the groove bottom of dovetail groove and dovetail clamping side be 60 degree, dovetail clamping back gauge sky
Distance at heart brick hole cut-off, when being 1/2 of the width of hollow brick hole corresponding to side, the 44th day, 1 group of non-dismantling formwork had
Come off sign, is found after detection, and concrete block has damage sign with clamping side correspondence position.
4th, 1 centimetre of dovetail groove depth, the angle on the groove bottom of dovetail groove and dovetail clamping side be 60 degree, dovetail clamping back gauge sky
Distance at heart brick hole cut-off, when being 1/3 of the width of hollow brick hole corresponding to side, test 80 days, after detection, 5 groups
The dovetail clamping side of hollow brick and the concrete block of perfusion are without any damage.
5th, 1 centimetre of dovetail groove depth, the angle on the groove bottom of dovetail groove and dovetail clamping side be 60 degree, dovetail clamping back gauge sky
Distance at heart brick hole cut-off, when being 1/6 of the width of hollow brick hole corresponding to side, test 80 days, after detection, 5 groups
The dovetail clamping side of hollow brick and the concrete block of perfusion are without any damage.
6th, 0.7 centimetre of dovetail groove depth, the groove bottom of dovetail groove and the angle on dovetail clamping side are 60 degree, dovetail clamping back gauge
Distance at hollow brick hole cut-off, when being 1/5 of the width of hollow brick hole corresponding to side, the 35th day, 2 groups of non-dismantling formworks
There is the sign that comes off, found after detection, there is damage sign on dovetail groove inner concrete block and dovetail clamping side.
7th, 1 centimetre of dovetail groove depth, the angle on the groove bottom of dovetail groove and dovetail clamping side be 60 degree, dovetail clamping back gauge sky
Distance at heart brick hole cut-off, when being 1/5 of the width of hollow brick hole corresponding to side, test 80 days, detect 5 groups of realities
Body, dovetail clamping side, the equal not damaged sign of concrete block.
8th, 1 centimetre of dovetail groove depth, the distance at dovetail clamping back gauge hollow brick hole cut-off, are hollow brick corresponding to side
The width of hole 1/5 when, the groove bottom of dovetail groove and the angle on dovetail clamping side are 35 degree, and the 44th day, 1 group of non-dismantling formwork had
Come off sign, is found after detection, and there is damage sign on dovetail groove inner concrete block and dovetail clamping side.
9th, 1 centimetre of dovetail groove depth, the distance at dovetail clamping back gauge hollow brick hole cut-off, are hollow brick corresponding to side
The width of hole 1/5 when, the groove bottom of dovetail groove and the angle on dovetail clamping side are 80 degree, and the 53rd day, 1 group of non-dismantling formwork had
Come off sign, is found after detection, and dovetail groove inner concrete block has damage sign.
10th, 1 centimetre of dovetail groove depth, the distance at dovetail clamping back gauge hollow brick hole cut-off, it is hollow corresponding to side
The width of brick hole 1/5 when, the groove bottom of dovetail groove and the angle on dovetail clamping side are 55 degree, are tested 80 days, 5 groups of realities of detection
Body, dovetail clamping side, the equal not damaged sign of concrete block.
11st, 1 centimetre of dovetail groove depth, the distance at dovetail clamping back gauge hollow brick hole cut-off, it is hollow corresponding to side
The width of brick hole 1/5 when, the groove bottom of dovetail groove and the angle on dovetail clamping side are 75 degree, are tested 80 days, 5 groups of realities of detection
Body, dovetail clamping side, the equal not damaged sign of concrete block.
Protection scope of the present invention is not limited only to the technical scheme disclosed in embodiment, and embodiment discloses
Preferable technical scheme, the restriction to scope of the invention as claimed is should not be construed as, it is all to design swallow using in hollow brick layer
Stern notch, concrete perfusion in dovetail groove is realized and stablizes compound technical scheme between heat-preserving wall and hollow brick wall, and
The further improvement that is carried out on the basis of the technical program, the technical scheme of equivalent substitution each fall within the protection model of the present invention
Enclose.
Claims (9)
1. a kind of new construction hollow brick, including hollow brick（1）, hole（3）, it is characterised in that：Hollow brick not with other skies
The outer surface of the side of heart brick contact, it is designed with parallel to hollow brick（1）Hole（3）Dovetail groove（5）.
A kind of 2. new construction hollow brick according to claim 1, it is characterised in that：Dovetail groove（5）Position on hollow brick
Put, the hole when hollow brick must be ensured（3）Simultaneously joint is wrong using interlayer between masonry panel and hollow brick and brick for vertical display
When evolution formula is built by laying bricks or stones, the dovetail groove of the hollow brick of different layers wall（5）Position correspond to vertically, the dovetail groove of different interlayers（5）
The dovetail groove formed above and below insertion wall（5）.
A kind of 3. new construction hollow brick according to claim 1 or 2, it is characterised in that：Dovetail groove（5）Design is in positive device to hole
Hole（3）Side outer surface, and dovetail clamping side（4）Away from hollow brick hole（3）Distance at cut-off, the side institute being no more than
Corresponding hollow brick hole（3）Width 1/3.
A kind of 4. new construction hollow brick according to claim 3, it is characterised in that：Described dovetail clamping side（4）Away from sky
Heart brick hole（3）Distance at cut-off, it is hollow brick hole corresponding to side（3）Width 1/6 ~ 1/4.
A kind of 5. new construction hollow brick according to claim 4, it is characterised in that：Dovetail groove（5）It is deep to be not less than 1 centimetre.
6. according to a kind of any described new construction hollow brick of claim 1,2,4, it is characterised in that：Dovetail groove（5）Bottom land
Face and dovetail clamping side（4）Angle be 45-75 degree.
A kind of 7. new construction hollow brick according to claim 6, it is characterised in that：Further, dovetail groove（5）Bottom land
Face and dovetail clamping side（4）Angle when being spent for 55-65, non-dismantling formwork layer（7）It is optimal with the composite effect of hollow brick wall.
8. according to a kind of any described new construction hollow brick of claim 1,2,4,7, it is characterised in that：Also in hollow brick
Left and right side, which is divided into, designs horizontal buckling groove（2）With horizontal locking member（6）, the horizontal OK a karaoke club body of hollow brick can be inserted into adjacent
The horizontal buckling groove of hollow brick（2）In.
A kind of 9. new construction hollow brick according to claim 9, it is characterised in that：Described horizontal buckling groove（2）And horizontal stroke
To locking member（6）It can be designed as dovetail and dovetail fourth of the twelve Earthly Branches structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711226500.7A CN107700745A (en) | 2017-11-29 | 2017-11-29 | A kind of new construction hollow brick |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711226500.7A CN107700745A (en) | 2017-11-29 | 2017-11-29 | A kind of new construction hollow brick |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107700745A true CN107700745A (en) | 2018-02-16 |
Family
ID=61181143
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711226500.7A Pending CN107700745A (en) | 2017-11-29 | 2017-11-29 | A kind of new construction hollow brick |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107700745A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2570421A1 (en) * | 1984-09-14 | 1986-03-21 | Navarro Lorenzo Fernandez | DEVICE AND METHOD FOR BUILDING BUILDINGS OR OTHERWISE BEFORE HAVE GOOD CHARACTERISTICS OF DUCTILITY |
| CN2365283Y (en) * | 1999-03-20 | 2000-02-23 | 陈齐鲁 | Split wedging multiple element combined brick |
| CN2806602Y (en) * | 2005-02-16 | 2006-08-16 | 栾惠甥 | Modified thermal insulation external wall |
| CN2806618Y (en) * | 2005-02-16 | 2006-08-16 | 栾惠甥 | Brick or block for external wall and thermal insulation wall body using same |
| CN201245802Y (en) * | 2008-10-22 | 2009-05-27 | 湖南省建筑工程集团总公司 | Dovetail self-locking concrete hollow building block |
| CN204626747U (en) * | 2015-05-21 | 2015-09-09 | 山东汇星科技开发有限公司 | A kind of building block |
| EP3228771A1 (en) * | 2016-02-04 | 2017-10-11 | Chia-Chaei Huang | Green-material light-partition earthenware brick |
| CN207846828U (en) * | 2017-11-29 | 2018-09-11 | 贵州兴贵恒远新型建材有限公司 | A kind of new construction hollow brick |
-
2017
- 2017-11-29 CN CN201711226500.7A patent/CN107700745A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2570421A1 (en) * | 1984-09-14 | 1986-03-21 | Navarro Lorenzo Fernandez | DEVICE AND METHOD FOR BUILDING BUILDINGS OR OTHERWISE BEFORE HAVE GOOD CHARACTERISTICS OF DUCTILITY |
| CN2365283Y (en) * | 1999-03-20 | 2000-02-23 | 陈齐鲁 | Split wedging multiple element combined brick |
| CN2806602Y (en) * | 2005-02-16 | 2006-08-16 | 栾惠甥 | Modified thermal insulation external wall |
| CN2806618Y (en) * | 2005-02-16 | 2006-08-16 | 栾惠甥 | Brick or block for external wall and thermal insulation wall body using same |
| CN201245802Y (en) * | 2008-10-22 | 2009-05-27 | 湖南省建筑工程集团总公司 | Dovetail self-locking concrete hollow building block |
| CN204626747U (en) * | 2015-05-21 | 2015-09-09 | 山东汇星科技开发有限公司 | A kind of building block |
| EP3228771A1 (en) * | 2016-02-04 | 2017-10-11 | Chia-Chaei Huang | Green-material light-partition earthenware brick |
| CN207846828U (en) * | 2017-11-29 | 2018-09-11 | 贵州兴贵恒远新型建材有限公司 | A kind of new construction hollow brick |
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Application publication date: 20180216 |
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