CN107435401A - A kind of structure outer filled with modified polyphenyl particle concrete - Google Patents
A kind of structure outer filled with modified polyphenyl particle concrete Download PDFInfo
- Publication number
- CN107435401A CN107435401A CN201710816663.4A CN201710816663A CN107435401A CN 107435401 A CN107435401 A CN 107435401A CN 201710816663 A CN201710816663 A CN 201710816663A CN 107435401 A CN107435401 A CN 107435401A
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- concrete
- net
- modified polyphenyl
- polyphenyl particle
- structure outer
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8605—Walls made by casting, pouring, or tamping in situ made in permanent forms without spacers
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The present invention relates to a kind of concrete structure outer for participating in stress, especially a kind of structure outer filled with modified polyphenyl particle concrete, belong to buildings in general construction field.The exterior wall (1) includes steel bar stress (2), separation net (3), net keeper (4), exterior sheathing (5), concrete (6) and modified polyphenyl particle concrete (7), steel bar stress is arranged in the both sides of wall, twice separation net is vertically arranged in the middle part of wall, separation net is provided with net keeper, casting concrete between separation net and homonymy exterior sheathing, modified polyphenyl particle concrete is irrigated between twice separation net.The present invention exterior wall from heavy and light and with good insulation, sound insulation function, speed of application is fast, construction cost is low and construction effect is good.The present invention has good economy and applicability, and the development to Building technology plays a driving role.
Description
(1) technical field
It is especially a kind of to be filled with modified polyphenyl particle concrete the present invention relates to a kind of concrete structure outer for participating in stress
Structure outer, belong to buildings in general construction field.
(2) background technology
In green building, higher and higher requirement is proposed to the heat-insulating property of structure outer.Outside traditional structure
In wall heat preservation technology, common way is that insulation material (typically polyphenyl bubble is first installed in exterior wall concrete structure outer surface
Foam), overcoat is then done outside insulation material again.The defects of this way is exactly the combination appearance of insulation material and body structure surface
Easily potential safety hazard be present, year in and year out after material aging, insulation material may come off from structure to cause casualties；In addition,
If overcoat thickness is no more than 50mm, the fire protecting performance of wall is not up to standard.It is corresponding, also exterior wall insulating temperature technique, i.e., outside
The inner side paste heat-preserving material of wall, then smears one layer of mortar with anticracking material on insulation material.But this way is still deposited
In the defects of not up to standard, also the hanging poor performance of interior wall of preventing fires.
In recent years, the way that insulation material is filled in structure outer, i.e., the pre-buried solid state in wall are risen again
The insulation materials such as polyphenyl foam plate, then the both sides assembling reinforcement in insulation material, casting concrete.This kind of thermal insulation structure it is excellent
Point is that the durability, security and fire line of structure are good, and shortcoming is that construction bothers, in the polyphenyl foam plate and wall of solid state
Various pipelines, embedded part, the matching of hole and different walls shapes are poor, and polyphenyl foam plate install it is time-consuming, take a lot of work.
Foam concrete due to there is many cavitys in concrete, although therefore its intensity it is relatively low, insulation and sound insulation
Performance is good, can turn into a kind of preferably structure outer insulation material.
It is air entrained concrete first in foam concrete, its principle is in inside concrete with method physically or chemically
Produce many bubbles.But if bubble ambient pressure is excessive (concrete thickness is larger) in air entrained concrete, bubble volume is obvious
Becoming small porosity significantly reduces.Therefore air entrained concrete has larger cost advantage in ground construction, but wall is once when building a wall
Property forming height can not excessive (generally height be no more than 1m), if wall need to be poured repeatedly, though material cost increase is seldom,
Artificial and machine cost is multiplied.
Polyphenyl foam is one kind that performance is more prominent in existing insulation material, and the thermal conductivity factor of polyphenyl foam is about
0.39W/ (m.k), less than most of insulation material.The presence of polybenzene foamed concrete also has the long period, usually will
After recovery polystyrene foam plastics is smashed, mixed and stirred together with cement mortar, light-weight brick or external thermal insulation bed course is made.But this
The feature of kind polybenzene foamed concrete exactly can not vibrate or can not vibrate for a long time, and otherwise granular polystyrene just floats, heavy aggregate
Sink, concrete isolates.
2016, Chen Jingbo was proposed " the resistance to preparation method for freezing granules of polystyrene concrete of lightweight self-closing's antiseepage "
(CN106007580A), its principle is to change the physical property of granular polystyrene using additive, after stirring, is remained to even if vibrating
Ensure that granular polystyrene is evenly distributed in cement slurry.Since CN106007580A is applied, good technology effect has been generated
Fruit, still, it is about 14kg/m that the defects of it is present, which seeks to ask the natural deposited dry density of granular polystyrene,3So that polystyrene
Particle concrete cost is higher.
In this case, make full use of the characteristic of polyphenyl foam, develop a kind of good heat insulating, from heavy and light, it is easy for construction,
The low tool of cost has the concrete structure outer of sound insulation function concurrently, it has also become urgent problem in current building field.
(3) content of the invention
In the technology of existing structure exterior wall, poor thermal insulation property, and sound-proofing high from great, construct trouble, cost be present
Can difference the problems such as, it is an object of the invention to provide it is a kind of with modified polyphenyl particle concrete fill structure outer.
On the basis of existing technology, to achieve the above object, the technical solution adopted by the present invention is：One kind is gathered with modified
The structure outer of benzene particle concrete filling, the exterior wall include steel bar stress, separation net, net keeper, exterior sheathing, concrete and modification
Granular polystyrene concrete, steel bar stress are arranged in the both sides of wall, and horizontal reinforcement and vertical reinforcement, wall middle part are all included per side
Twice separation net is vertically arranged, separation net is provided with net keeper, casting concrete between separation net and homonymy exterior sheathing, twice
Modified polyphenyl particle concrete is irrigated between separation net, modified polyphenyl particle concrete includes granular polystyrene, cement, water and property-modifying additive,
Wherein diameter >=the 1mm and≤5mm of granular polystyrene, separation net are wire netting or plastic wire, and it is approximately parallel four to have on separation net
The mesh of side shape or rectangle, short direction size >=2mm of single mesh and≤8mm.The technical program is on many experiments basis
Upper acquisition.For exterior wall, heat-insulating property is a very important technical indicator, through applicant's measuring, polyphenyl
The thermal conductivity factor of particle concrete improves with the increase of concrete dry density, its thermal conductivity factor measured value between 0.06-0.21W/m.K it
Between, therefore the heat-insulating property of this programme wall is very good.The both sides that steel bar stress is arranged in wall are to meet wall
The needs of structure stress, because the structure stress layer of both sides is thicker (generally all >=50mm), even if the burning grade of granular polystyrene
For B2 levels, the fire resistance rating of structure can also reach one-level.It is to ensure the width of separation net that separation net, which is provided with net keeper,
Keep constant in construction period, can not especially weaken the effective cross-section of wall stress, ensure structure safety.Use modified polyphenyl
After particle concrete, the mobility of granular polystyrene concrete is very good, and granular polystyrene is equably respectively in concrete, in addition, in construction
Granular polystyrene concrete in the middle part of typically first bottling wall, then the structural concrete of both sides is poured, granular polystyrene has certain body
Product and rigidity, and granular polystyrene concrete has bigger surface tension, relative to Aerated Concrete, modified polyphenyl particle concrete will not occur
The phenomenon that slurry largely oozes out from separation net, therefore very little is influenceed on the quality of wall body structure layer concrete.Modified polyphenyl
Diameter >=the 1mm and≤5mm of granular polystyrene in grain concrete, can cause on the premise of exterior-wall heat insulation, sound insulation value is ensured, polyphenyl
The weight of particle concrete is as far as possible light and reduces cost, and granular polystyrene is not easy to reserve from expansion net meshe, controls maximum chi
Very little≤5mm is to pump, and avoids particle diameter is excessive from blocking conveyance conduit and valve.On separation net the limitation one of mesh size be with
The size of granular polystyrene matches, second, in order to adapt to moulding process.
It is a feature of the present invention that the property-modifying additive in modified polyphenyl particle concrete, is added by cement quality percentage
0.4%~0.8% sodium methyl silicate powder, 0.05%~0.15% hydroxypropyl methyl cellulose, 5%~10% silicon ash
With 1%~3% sodium carboxymethylcellulose.After the technical scheme, after the stirring of granular polystyrene concrete can be achieved, even if vibrating
Still ensure that granular polystyrene is evenly distributed in cement slurry.
It is a feature of the present invention that the unit weight of modified polyphenyl particle concrete is 150-800kg/m3, wherein simple granular polystyrene
Density be 3.5-12.0kg/m3.Applicant has found in an experiment, for the exterior wall of difference in functionality, the unit weight of granular polystyrene concrete
It can change with the density of granular polystyrene, as long as no more than the related limit value of experiment gained, relative to CN106007580A,
This programme can reduce granular polystyrene cost 15-75%.
It is a feature of the present invention that the net keeper of single limb fixes its both sides separation net and effectively separated, net keeper by
Including but not limited to concrete product, plastics, rubber, wooden nonmetallic materials are made.When granular polystyrene concrete heat-insulation layer compared with
When thin (≤100mm), the position of the form control separation net of single limb net keeper can be used, limiting net keeper is non-metallic material
Material, is in order to avoid occurring cold (heat) bridge in heat-insulation layer, so as to reduce the heat-insulating property of wall.
It is a feature of the present invention that the net keeper of single limb is the plastic products being vertically arranged, the belly of net keeper is provided with
The slurry leakage hole for being easy to modified polyphenyl particle concrete to flow.The setting of slurry leakage hole is the horizontal direction stream for the ease of granular polystyrene concrete
It is dynamic, improve the efficiency of concrete placings.
It is a feature of the present invention that net keeper is double limb keel, installed between the keel in wall in correspondence with each other nonmetallic
The support member of material, support member are made by including but is not limited to concrete product, plastics, rubber, wooden material, set on support member
There are including but not limited to neck or plug, wherein neck is enclosed on keel or plug is inserted on keel in corresponding jack.When
(>=150mm is often referred to when the heat-insulation layer of granular polystyrene concrete is thicker), can use the position of the form control separation net of double limb keel；
The material forms for limiting support member are equally to avoid occurring cold (heat) bridge in heat-insulation layer；Provided with neck or plug, it is easy to support
Interfixed between part and keel, in upper corresponding jack；It is any to realize contact position connection jail between support member and keel
The technical scheme leaned on all is equal with this programme.
It is a feature of the present invention that every limb keel in double limb keel are the C Zee bar steel Zs or hollow type being molded by steel strip cold-bending
Square steel or I-steel.
It is a feature of the present invention that net keeper is locating piece, the side of locating piece is fixed on the steel bar stress of homonymy,
Opposite side is close to separation net and fixed thereto.(≤80mm is often referred to when the structure layer concrete of wall is relatively thin), using this side
Both material saving, speed of application are again fast for case.
It is a feature of the present invention that the separation net is expansion web, expansion web is the sheet metal for being less than 0.5mm by thickness
It is molded by way of shearing, reversing and stretch, expansion web is divided into intensive mesh, single net by the rib on expansion web
Short size >=the 2mm and≤8mm of eye, it is long to size >=6mm and≤20mm, reinforcement is provided with expansion web, strengthens top rib
Portion is higher by expansion network plane 5-15mm, and adjacent said rib is parallel to each other, adjacent said rib spacing >=50mm and≤200mm, installation
Reinforcement is placed in the horizontal direction during expansion web, and towards inside wall at the top of reinforcement.Expansion web is to be less than 0.5mm by thickness
Metal sheet be to ensure the basic performance of expansion web and control cost.On expansion web the limitation of mesh size be for
Adaptation moulding process.The presence of reinforcement on expansion web, the rigidity in one direction of expansion web can be greatly enhanced, control is protected
The thickness of warm layer is highly profitable；The direction of reinforcement is vertical with keel when installing expansion web, so just utilizes keel vertical
Rigidity, when wall is highly less than 3m, without setting lateral stiffness reinforcer between keel, merely with the level side of expansion web
To rigidity, with regard to good technique effect can be reached.Reinforcement is the plane for protruding from expansion web, and general protrusion height is in 10mm
Left and right, by general way, the plane of expansion web is certainly close to keel for ease of fixation, that is, has the one of reinforcement to face wall
Outer direction arrangement.But applicant has found when testing, if reinforcement is arranged towards direction portion within the walls, when pouring granular polystyrene concrete, drum
Reinforcement for expansion network plane is equivalent to a lot of dam in river, and can decay the granular polystyrene poured from top to bottom
The impulsive force of concrete；In contrast experiment, the granular polystyrene concrete of same height, the water reserved on the expansion web of reinforcement inwardly are poured
Mud is set outwardly much smaller than reinforcement, therefore is no more than 3.5m exterior wall for general clear height, when reinforcement is set inwardly,
Granular polystyrene concrete one-off can be achieved to pour.
After such scheme, the present invention has the advantages that compared with prior art：
The exterior wall of the present invention has good insulation, sound insulation function from heavy and light and wall without cold (heat) bridge；In polyphenyl
During particle concrete placings, separation net effectively can be separated heat insulated concrete and structural concrete equivalent to the effect of built-in template, and
Speed of application is fast；And granular polystyrene concrete can be with disposal molding, construction cost is low and construction effect is good.The present invention has good
Economy and applicability, the development to Building technology play a driving role.
(4) illustrate
Below in conjunction with accompanying drawing, the present invention will be further described.
Fig. 1 is the vertical cross section schematic diagram of exterior wall of the present invention.
Fig. 2 is the vertical cross section schematic diagram of exterior wall when the net keeper of single limb is vertically arranged.
Fig. 3 is the vertical cross section schematic diagram of exterior wall when net keeper is double limb keel.
Fig. 4 is the vertical cross section schematic diagram of exterior wall when net keeper is locating piece.
Fig. 5 is profile when keel are respectively C Zee bar steel Zs, hollow type square steel and I-steel.
Fig. 6, Fig. 7 are the schematic diagram that support member is provided with neck and plug respectively.
Fig. 8 is expansion web plan.
Fig. 9 is expansion web A-A profiles.
In figure：1. exterior wall, 2. steel bar stresses, 21. horizontal reinforcements, 22. vertical reinforcements, 3. separation nets, 4. net keepers,
41. slurry leakage hole, 42. pairs of limb keel, 421.C Zee bar steel Zs, 422. hollow type square steel, 423. I-steel, 43. support members, 431. cards
Groove, 432. plugs, 44. locating pieces, 5. exterior sheathings, 6. concrete, 7. modified polyphenyl particle concretes, 71. granular polystyrenes, 8. meshes,
9. expansion web, 91. ribs, 92. reinforcements, 93. reinforcements top.
(5) embodiment
The present invention is to realize in such a way：
In Fig. 1-Fig. 4, embodiment illustrated in fig. 8, a kind of structure outer filled with modified polyphenyl particle concrete, the exterior wall
(1) steel bar stress (2), separation net (3), net keeper (4), exterior sheathing (5), concrete (6) and modified polyphenyl particle concrete are included
(7), steel bar stress (2) is arranged in the both sides of wall, all includes horizontal reinforcement (21) and vertical reinforcement (22), wall per side
Middle part is vertically arranged twice separation net (3), and separation net is provided with net keeper (4), poured between separation net and homonymy exterior sheathing (5)
Concrete (6) is built, irrigates modified polyphenyl particle concrete (7) between twice separation net, modified polyphenyl particle concrete includes granular polystyrene
(71) diameter >=1mm and≤5mm of, cement, water and property-modifying additive, wherein granular polystyrene (71), separation net (3) are wire netting
Or plastic wire, have on separation net (3) be approximately parallelogram or rectangle mesh (8), the short direction size of single mesh >=
2mm and≤8mm.
In Fig. 1-embodiment illustrated in fig. 3, the property-modifying additive in modified polyphenyl particle concrete (7), by cement quality hundred
Point than add 0.4%~0.8% sodium methyl silicate powder, 0.05%~0.16% hydroxypropyl methyl cellulose, 5%~
10% silicon ash and 1%~3% sodium carboxymethylcellulose.
In Fig. 1-embodiment illustrated in fig. 3, the unit weight of modified polyphenyl particle concrete (7) is 160-800kg/m3, wherein merely
The density of granular polystyrene (71) be 3.5-13.0kg/m3.
In Fig. 1, embodiment illustrated in fig. 2, its both sides separation net (3) is fixed and effectively divided by the net keeper (4) of single limb
Open, net keeper (4) is made by including but is not limited to concrete product, plastics, rubber, wooden nonmetallic materials.
In Fig. 1, embodiment illustrated in fig. 2, the net keeper (4) of single limb is the plastic products being vertically arranged, net keeper
Belly be provided be easy to modified polyphenyl particle concrete (7) flow slurry leakage hole (41).
In Fig. 3, Fig. 6, embodiment illustrated in fig. 7, net keeper (4) is double limb keel (42), in wall in correspondence with each other
The support member (43) of non-metallic material is installed, support member is by including but is not limited to concrete product, plastics, rubber between keel (42)
Glue, wooden material are made, and support member is provided with including but not limited to neck (431) or plug (432), and wherein neck is enclosed on keel
Upper or plug is inserted on keel in corresponding jack.
In Fig. 3, embodiment illustrated in fig. 5, every limb keel in double limb keel (42) are the C fonts being molded by steel strip cold-bending
Steel (421) or hollow type square steel (422) or I-steel (423).
In the embodiment shown in fig. 4, net keeper (4) is locating piece (44), and the side of locating piece (44) is fixed on homonymy
Steel bar stress (2) on, opposite side is close to separation net (3) and fixed thereto.
In Fig. 3, Fig. 8, embodiment illustrated in fig. 9, the separation net (3) is expansion web (9), and expansion web is less than by thickness
What 0.5mm sheet metal was molded by way of shearing, reversing and stretch, the rib (91) on expansion web separates expansion web
For intensive mesh (8), short size >=2mm of single mesh and≤8mm are long to size >=6mm and≤20mm, in expansion web
Reinforcement (92) is provided with, (93) are higher by expansion network plane 5-15mm at the top of reinforcement, and adjacent said rib is parallel to each other, adjacent to add
Strengthening tendons spacing >=50mm and≤200mm, reinforcement is placed in the horizontal direction when installing expansion web, and (93) direction at the top of reinforcement
Inside wall.
Claims (9)
1. it is a kind of with modified polyphenyl particle concrete fill structure outer, the exterior wall (1) include steel bar stress (2), separation net (3),
Net keeper (4), exterior sheathing (5), concrete (6) and modified polyphenyl particle concrete (7), it is characterised in that steel bar stress (2) is respectively
Be arranged in the both sides of wall, all include horizontal reinforcement (21) and vertical reinforcement (22) per side, wall middle part be vertically arranged twice every
Off-network (3), separation net are provided with net keeper (4), casting concrete (6) between separation net and homonymy exterior sheathing (5), twice every
Modified polyphenyl particle concrete (7) is irrigated between off-network, modified polyphenyl particle concrete includes granular polystyrene (71), cement, water and modification and added
Add the diameter >=1mm and≤5mm of agent, wherein granular polystyrene (71), separation net (3) is wire netting or plastic wire, on separation net (3)
Have be approximately parallelogram or rectangle mesh (8), short direction size >=2mm of single mesh and≤8mm.
2. a kind of structure outer filled with modified polyphenyl particle concrete according to claim 1, it is characterised in that in modification
Property-modifying additive in granular polystyrene concrete (7), by cement quality percentage add 0.4%~0.8% sodium methyl silicate powder,
0.05%~0.16% hydroxypropyl methyl cellulose, 5%~10% silicon ash and 1%~3% sodium carboxymethylcellulose.
3. a kind of structure outer filled with modified polyphenyl particle concrete according to claim 1, it is characterised in that modified poly-
The unit weight of benzene particle concrete (7) is 160-800kg/m3, wherein the density of simple granular polystyrene (71) is 3.5-13.0kg/m3。
4. a kind of structure outer filled with modified polyphenyl particle concrete according to claim 1, it is characterised in that single limb
Its both sides separation net (3) is fixed and effectively separated by net keeper (4), and net keeper (4) is by including but is not limited to concrete system
Product, plastics, rubber, wooden nonmetallic materials are made.
A kind of 5. structure outer filled with modified polyphenyl particle concrete according to claim 1 or 4, it is characterised in that single limb
Net keeper (4) be the plastic products that are vertically arranged, the belly of net keeper, which is provided with, is easy to modified polyphenyl particle concrete (7) to flow
Slurry leakage hole (41).
A kind of 6. structure outer filled with modified polyphenyl particle concrete according to claim 1, it is characterised in that net positioning
Part (4) is double limb keel (42), and the support member (43) of non-metallic material, branch are installed between the keel (42) in wall in correspondence with each other
Support member is made by including but is not limited to concrete product, plastics, rubber, wooden material, and support member, which is provided with, to be included but is not limited to
Neck (431) or plug (432), wherein neck are enclosed on keel or plug is inserted on keel in corresponding jack.
A kind of 7. structure outer filled with modified polyphenyl particle concrete according to claim 1 or 6, it is characterised in that double limbs
Every limb keel in keel (42) are the C Zee bar steel Zs (421) or hollow type square steel (422) or I-steel being molded by steel strip cold-bending
(423)。
A kind of 8. structure outer filled with modified polyphenyl particle concrete according to claim 1, it is characterised in that net positioning
Part (4) is locating piece (44), and the side of locating piece is fixed on the steel bar stress of homonymy (2), and opposite side is close to separation net (3) simultaneously
It is fixed thereto.
9. it is according to claim 1 it is a kind of with modified polyphenyl particle concrete fill structure outer, it is characterised in that it is described every
Off-network (3) is expansion web (9), and expansion web is to be less than 0.5mm sheet metal by way of shearing, reversing and stretch by thickness
Shaping, expansion web is divided into intensive mesh (8), short size >=2mm of single mesh by the rib (91) on expansion web
And≤8mm, it is long to size >=6mm and≤20mm, reinforcement (92) is provided with expansion web, (93) are higher by expansion at the top of reinforcement
Network plane 5-15mm, adjacent said rib is parallel to each other, adjacent said rib spacing >=50mm and≤200mm, adds when installing expansion web
Strengthening tendons is placed in the horizontal direction, and at the top of reinforcement (93) towards inside wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710816663.4A CN107435401A (en) | 2017-09-12 | 2017-09-12 | A kind of structure outer filled with modified polyphenyl particle concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710816663.4A CN107435401A (en) | 2017-09-12 | 2017-09-12 | A kind of structure outer filled with modified polyphenyl particle concrete |
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| Publication Number | Publication Date |
|---|---|
| CN107435401A true CN107435401A (en) | 2017-12-05 |
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ID=60462100
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710816663.4A Withdrawn CN107435401A (en) | 2017-09-12 | 2017-09-12 | A kind of structure outer filled with modified polyphenyl particle concrete |
Country Status (1)
| Country | Link |
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| CN (1) | CN107435401A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577524A (en) * | 2019-01-02 | 2019-04-05 | 常州市米尼特机械有限公司 | A kind of cast-in-place foamed concrete wall |
| CN111535484A (en) * | 2020-05-07 | 2020-08-14 | 唐方方 | Integral spraying wall structure with inner and outer moulds |
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| CN106007580A (en) * | 2016-05-25 | 2016-10-12 | 陈静波 | Preparation method of light-weight self-closing anti-seepage freeze-resistant polystyrene particle concrete |
| CN207194242U (en) * | 2017-09-12 | 2018-04-06 | 徐焱 | A kind of structure outer filled with modified polyphenyl particle concrete |
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| WO2006060940A1 (en) * | 2004-12-08 | 2006-06-15 | Aihua Yang | Building form net exempt from removal |
| CN201092686Y (en) * | 2007-04-20 | 2008-07-30 | 姜延君 | Autotemplate thermal insulation concrete wall and construction method |
| CN102102403A (en) * | 2009-12-18 | 2011-06-22 | 谢英俊 | Expanded wall keel and wall manufactured by using same |
| CN102071815A (en) * | 2011-01-20 | 2011-05-25 | 谢英俊 | Wall with tie steel mesh structure |
| CN105565738A (en) * | 2015-12-14 | 2016-05-11 | 天津市三建建筑技术开发有限公司 | Light, insulating, fireproof, waterproof, soundproof and heatproof environment-friendly wall |
| CN106007580A (en) * | 2016-05-25 | 2016-10-12 | 陈静波 | Preparation method of light-weight self-closing anti-seepage freeze-resistant polystyrene particle concrete |
| CN207194242U (en) * | 2017-09-12 | 2018-04-06 | 徐焱 | A kind of structure outer filled with modified polyphenyl particle concrete |
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| CN109577524A (en) * | 2019-01-02 | 2019-04-05 | 常州市米尼特机械有限公司 | A kind of cast-in-place foamed concrete wall |
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Application publication date: 20171205 |