CN106013532A - Demolding-free cast-in-situ foam concrete frame wall and manufacturing method thereof - Google Patents
Demolding-free cast-in-situ foam concrete frame wall and manufacturing method thereof Download PDFInfo
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- CN106013532A CN106013532A CN201610556583.5A CN201610556583A CN106013532A CN 106013532 A CN106013532 A CN 106013532A CN 201610556583 A CN201610556583 A CN 201610556583A CN 106013532 A CN106013532 A CN 106013532A
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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
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
- E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/20—Mortars, concrete or artificial stone characterised by specific physical values for the density
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Physics & Mathematics (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to the field of buildings, and particularly relates to a demolding-free cast-in-situ foam concrete frame wall and a manufacturing method thereof. The demolding-frame cast-in-situ foam concrete frame wall mainly comprises an inner wall 1 and dismantling-free spliced mold systems 2 on two surfaces of the inner wall, wherein the bottom of a dismantling-free spliced module 21 on the lowermost layer is connected with the floor of a building by a dismantling-free bottom edge fixing bar 22, a continuous joint of the dismantling-free spliced module 21 at the same side of the inner wall 1 is connected by a connecting bar 24 with a dismantling-free cross section shaped like a Chinese character GAN, through holes 241 of the connecting bar 24 with the dismantling-free cross section shaped like the Chinese character GAN at two opposite sides of the inner wall 1 is fixed by a dismantling-free double-edge screw 25, the dismantling-free spliced modules 21 at two opposite sides of the inner wall 1 are reinforced by a dismantling-free pulling rod 23, and the dismantling-free spliced modules 21 at corners of the inner wall 1 are connected by a dismantling-free corner connector 26. After the construction is completed, the spliced mold system 2 is not dismantled as a part of the wall, so that the procedures are reduced, the construction period is shortened, the construction efficiency can be improved, the engineering construction cost is reduced, the wall is light in weight and capable of saving time and labor, and the fireproof, soundproof and anti-seismic effects are good.
Description
Technical field
The present invention relates to building field, be specifically related to a kind of form-stripping free cast-in-situ foam concrete framed wall and
Manufacture method.
Background technology
In industry with civil building, exterior wall, internal partition wall mainly use shear wall, brickwork separating wall, add
Gas concrete segment partition wall etc..Shear wall can meet building bearing needs, but working procedure is complex；
Blockwork application is relatively broad, but has that weight is big, build problems such as wasting time and energy by laying bricks or stones, it addition, more than
Some sound insulation of wall weak effect in body of wall, anti seismic efficiency are bad.Although the most architectural use of building a wall is watered more
Building concrete, but need to dismantle the clamping plate of body of wall both sides after concrete setting, the exterior wall later stage is also
Need additionally to install additional fire-retardant heat-insulation material, add workload, extend the working cycle.
The invention aims to solve the problems referred to above, and a kind of form-stripping free cast-in-situ foam concrete is provided
Framed wall and preparation method thereof.
Summary of the invention
The present invention to achieve these goals, solves the problems referred to above by following technical solution:
A kind of form-stripping free cast-in-situ foam concrete framed wall, is characterized by mainly to include inner wall 1, interior wall
The exempting from of body two surface tears assembled die body system 2 open, and the exempting from of described inner wall two surface is torn assembled die body system 2 open and include exempting from
Tear open assembling module 21, exempt to tear open base fixed strip 22, exempt to tear open pull bar 23, exempt to tear open cross section be dry word connect bar
24, exempting to tear bilateral fourth 25 open, exempt to tear open corner coupling head 26, all exempting from tears assembling module 21 size, shape one open
Causing, exempting to tear open assembling module 21 center has a through hole 211, undermost exempt to tear open use bottom assembling module 21
Exempt to tear base fixed strip 22 open to be connected with building ground, exempt from described in the continuous print of inner wall 1 the same side to tear assembled mould open
Exempt to tear the bar 24 that connects that cross section is dry word open and connect described in block 21 seam, described in exempt to tear cross section open be connecing of dry word
Bar 24 fixed interval are provided with through hole 241, and exempting to tear cross section open described in inner wall 1 both sides are relative is dry word
Connecing and exempt to tear open bilateral fourth 25 described in the through hole 241 of bar 24 and fix, what inner wall 1 both sides were relative exempts to tear open
Assembling module 21 is reinforced with exempting to tear pull bar 23 open, exempts to tear open pull bar 23 two ends and runs through and exempt to tear assembling module center open
Through hole 211, inner wall 1 corner exempts to tear open assembling module 21 and connects with exempting to tear corner coupling head 26 open, exempts from
Tearing corner coupling head 26 fixed interval open and have central through-hole 261, what inner wall 1 both sides were relative exempt to tear corner open connects
26 central through-hole 261 are exempted to tear bilateral fourth 25 open and are fixed, and described inner wall 1 is for exempting to tear assembly die body system 2 open
Inside pour foam concrete gained after solidification.
The optimization of the present invention, according to a kind of form-stripping free cast-in-situ foam concrete framed wall described above, its
It is characterized as that described inner wall 1 thickness is not less than 100 millimeters.
Further, described inner wall 1 key component weight proportion: cement 60-75%, coal powder 15-20%,
PVC foam agent 0.1-0.5%.
Further, described in exempt to tear assembling module 21 material open be fiber reinforced cement board, key component weight is joined
Ratio: asbestos 10-15%, glass fiber 1-3%, paper pulp 4-6%, cement 70-80%.
Further, described in exempt to tear open assembling module 21 length no more than 1600 millimeters, width no more than
500 millimeters, thickness is 10-15 millimeter.
Further, exempt to tear open base fixed strip 22 described in, to exempt to tear bar 24 material that connects that cross section is dry word open be PVC.
Further, described a kind of form-stripping free cast-in-situ foam concrete framed wall, its be applicable to external wall or
Person's internal partition wall.
Further, described control at 900-1200Kg/m for exterior wall inner wall (1) dry density3, intensity
It is not less than 5MPa；Control at 500-700Kg/m for internal partition wall inner wall dry density3, intensity is not less than
3MPa。
The manufacture method of a kind of form-stripping free cast-in-situ foam concrete framed wall described above, it is characterized by according to
The following step completes:
(1) assembled 1 liang of surface of inner wall exempt to tear open assembled die body system 2: the first step, fixing exempt to tear base open
Fixed strip 22；Second step, fixed vertical degree angle bar 27；3rd step, assembly exempts to tear assembling module 21 open；The
Four steps, fixing to exempt to tear cross section open be connecing bar 24 and exempting to tear corner coupling head 26 open of dry word；5th step, fixes and exempts to tear open
Bilateral fourth 25, exempt to tear pull bar 23 open；6th step is reserved water power by design, code requirement and is socketed reinforcing bar, structure
Make reinforcing bar；7th step, adjusts perpendicularity, reinforces door/window corner；8th step, by the cast-in-place bubble of design requirement
Foam concrete.
(2) removing perpendicularity angle bar 27 after having poured latter 12 hours, saw is flat exempts to tear what pull bar 23 had more open
Part.
Restriction to the manufacture method of above-mentioned a kind of form-stripping free cast-in-situ foam concrete framed wall, described in exempt to tear open
When assembling module 21 height or width are more than 50cm, relative exempt to tear assembling module centre bore 211 open and pass through
Wear and exempt to tear open pull bar 23 and fix.
Compared with prior art, the invention has the beneficial effects as follows: the said goods can Self-leveling, during construction
Take cast in place process, be directly cast between it by exempting to tear open the reserved grouting gap of assembled die body system 2,
After construction, exempt to tear assembled die body system 2 open and need not remove as a body of wall part, decrease operation, contracting
The short duration, efficiency of construction can be improved, reduce engineering construction cost.Due to body of wall used material light weight,
Processability is good, and design and the construction of body of wall are the most flexible, it is possible to decrease building is conducted oneself with dignity, and raising is built
Build the shock resistance of thing.In sum, above-mentioned a kind of form-stripping free cast-in-situ foam concrete framed wall is used
And preparation method thereof, meeting building bearing needs, working procedure is easy；Wall weight is light, save time province
Power, defening effect is good, anti seismic efficiency is good in fire prevention.
Accompanying drawing illustrates:
Fig. 1 is one form-stripping free cast-in-situ foam concrete frame wall construction schematic diagram of the present invention；
Fig. 2 is for exempting to tear base fixed strip structural representation open；
Fig. 3 be exempt to tear open cross section be dry word connect bar structural representation；
Fig. 4 is for exempting to tear corner connector structure schematic diagram open；
Fig. 5 is for exempting to tear bilateral fourth structural representation open；
Reference in figure: inner wall-1, exempt to tear open assembled die body system-2, exempt to tear assembling module-21 open, exempt to tear open
There is through hole 211 assembling module 21 center, exempts to tear base fixed strip-22 open, exempt to tear pull bar-23 open, exempt to tear open and cut
Face is connecing bar-24, exempting to tear bar 24 fixed interval that connect that cross section is dry word open and be provided with through hole-241, exempt from of dry word
Tear bilateral butyl-25 open, exempt to tear corner coupling head-26, fixed vertical degree angle bar-27, screw-28 open.
Detailed description of the invention
In order to make the technological means of the present invention, creation characteristic, reach purpose and be easy to understand with effect,
In conjunction with specific embodiments and the drawings, the present invention is further elaborated.
Embodiment one: as Figure 1-5: a kind of form-stripping free cast-in-situ foam concrete framed wall, its by with
In building internal partition wall, mainly include inner wall 1, inner wall two surface exempt from tear assembled die body system 2, institute open
State inner wall two surface exempt from tear assembled die body system 2 open and include exempting to tear assembling module 21 open, exempt to tear base fixed strip open
22, exempt to tear open pull bar 23, to exempt to tear open cross section be connecing bar 24, exempting to tear bilateral fourth 25 open, exempt to tear corner coupling head open of dry word
26, all to exempt to tear open assembling module 21 size, shape consistent, and exempting to tear open assembling module 21 center has and run through
Hole 211, undermost exempt to tear open be connected with building ground with exempting to tear base fixed strip 22 open bottom assembling module 21,
Exempt from described in the continuous print of inner wall 1 the same side to tear open that to exempt to tear cross section open described in assembling module 21 seam be connecing of dry word
Bar 24 connects, described in exempt to tear bar 24 fixed interval that connect that cross section is dry word open and be provided with through hole 241, inner wall
Exempt from described in 1 both sides are relative to tear open described in the through hole 241 connecing bar 24 that cross section is dry word and exempt to tear bilateral fourth open
25 fix, and what inner wall 1 both sides were relative exempt from tears assembling module 21 open and reinforce with exempting to tear pull bar 23 open, exempts to tear open and draws
The through hole 211 exempting to tear assembling module center open is run through at bar 23 two ends, and inner wall 1 corner exempts to tear assembly open
Module 21 connects with exempting to tear corner coupling head 26 open, and exempting to tear corner coupling head 26 fixed interval open has central through-hole 261,
What inner wall 1 both sides were relative exempt from tears corner coupling head 26 central through-hole 261 open and exempts to tear bilateral fourth 25 open and fix,
Described inner wall 1 is for exempting to pour foam concrete gained after solidification in tearing assembled die body system 2 open.
Wherein said inner wall 1 thickness is 200 millimeters, inner wall 1 key component weight proportion: cement
60%, coal powder 20%, PVC foam agent 0.5%；It is described that to exempt to tear open assembling module 21 material be that fiber increases
Strong cement plate, key component weight proportion: asbestos 15%, glass fiber 1%, paper pulp 4%, cement 70%；
Described exempting from tears assembling module 21 length 1000 millimeters, width 400 millimeters open, and thickness is 10 millimeters；Described
Exempt to tear open base fixed strip 22, to exempt to tear bar 24 material that connects that cross section is dry word open be PVC；Described for exterior wall
Inner wall 1 dry density controls at 500-700Kg/m3, intensity is not less than 3MPa.
The manufacture method of a kind of form-stripping free cast-in-situ foam concrete framed wall described above, according to the following step
Complete:
(1) assembled 1 liang of surface of inner wall exempt to tear open assembled die body system 2: the first step, fixing exempt to tear base open
Fixed strip 22, exempts to tear base fixed strip 22 screw 28 open and fixes with ground；Second step, fixed vertical
Degree angle bar 27；3rd step, assembly exempts to tear assembling module 21 open, exempts to tear open assembling module centre bore 211 and runs through and exempt from
Tear pull bar 23 open to fix；4th step, fixing to exempt to tear cross section open be connecing bar 24 and exempting to tear corner coupling head 26 open of dry word；
5th step, fixes and exempts to tear bilateral fourth 25 open, exempt to tear pull bar 23 open；6th step is by design, code requirement reserved water
Electricity and socket reinforcing bar, distributing bar；7th step, adjusts perpendicularity, reinforces door/window corner；8th step,
By design requirement cast-in-place foamed concrete.
(2) removing perpendicularity angle bar 27 after having poured latter 12 hours, saw is flat exempts to tear what pull bar 23 had more open
Part.
Embodiment two: as Figure 1-5: a kind of form-stripping free cast-in-situ foam concrete framed wall, its quilt
For skin body, mainly include inner wall 1, inner wall two surface exempt from tear assembled die body system 2 open,
The exempting from of described inner wall two surface is torn assembled die body system 2 open and includes exempting from tearing open assembling module 21, exempts to tear base open and fix
Bar 22, exempt to tear open pull bar 23, to exempt to tear open cross section be connecing bar 24, exempting to tear bilateral fourth 25 open, exempt to tear corner open of dry word
Joint 26, all to exempt to tear open assembling module 21 size, shape consistent, and exempting to tear assembling module 21 center open has
Through hole 211, undermost exempt to tear open tear base fixed strip 22 and building ground open with exempting from bottom assembling module 21
Connect, exempt to tear open that to exempt from described in assembling module 21 seam to tear cross section open be dry described in the continuous print of inner wall 1 the same side
The bar 24 that connects of word connects, described in exempt to tear bar 24 fixed interval that connect that cross section is dry word open and be provided with through hole 241,
Exempt from described in inner wall 1 both sides are relative to tear open described in the through hole 241 connecing bar 24 that cross section is dry word and exempt to tear open
Bilateral fourth 25 is fixed, and what inner wall 1 both sides were relative exempt from tears assembling module 21 open and reinforce with exempting to tear pull bar 23 open,
Exempting to tear pull bar 23 two ends open and run through the through hole 211 exempting to tear assembling module center open, inner wall 1 corner exempts from
Tearing assembling module 21 open and connect with exempting to tear corner coupling head 26 open, exempting to tear corner coupling head 26 fixed interval open has center to pass through
Perforation 261, what inner wall 1 both sides were relative exempt to tear corner coupling head 26 central through-hole 261 open exempts to tear bilateral fourth open
25 fix, and described inner wall 1 is for exempting to pour foam concrete gained after solidification in tearing assembled die body system 2 open.
Wherein said inner wall 1 thickness is 200 millimeters, inner wall 1 key component weight proportion: cement
75%, coal powder 20%, PVC foam agent 0.1%；It is described that to exempt to tear open assembling module 21 material be that fiber increases
Strong cement plate, key component weight proportion: asbestos 10%, glass fiber 3%, paper pulp 6%, cement 80%；
Described exempting from tears assembling module 21 length 1600 millimeters, width 500 millimeters open, and thickness is 15 millimeters；Described
Exempt to tear open base fixed strip 22, to exempt to tear bar 24 material that connects that cross section is dry word open be PVC；Described for exterior wall
Inner wall 1 dry density controls at 900-1200Kg/m3, intensity is not less than 5MPa；
The manufacture method of a kind of form-stripping free cast-in-situ foam concrete framed wall described above, according to the following step
Complete:
(1) assembled 1 liang of surface of inner wall exempt to tear open assembled die body system 2: the first step, fixing exempt to tear base open
Fixed strip 22, exempts to tear base fixed strip 22 screw 28 open and fixes with ground；Second step, fixed vertical
Degree angle bar 27；3rd step, assembly exempts to tear open assembling module 21, and relative exempting from tears assembling module centre bore 211 open
Run through and exempt to tear open pull bar 23 and fix；4th step, fixing to exempt to tear cross section open be connecing bar 24 and exempting to tear corner open of dry word
Joint 26；5th step, fixes and exempts to tear bilateral fourth 25 open, exempt to tear pull bar 23 open；6th step is wanted by design, specification
Seek reserved water power and socket reinforcing bar, distributing bar；7th step, adjusts perpendicularity, reinforces door/window corner；
8th step, by design requirement cast-in-place foamed concrete.
(2) removing perpendicularity angle bar 27 after having poured latter 12 hours, saw is flat exempts to tear what pull bar 23 had more open
Part.
The ultimate principle of the present invention, principal character and advantages of the present invention have more than been shown and described.One's own profession
Skilled person will appreciate that of industry, the present invention is not restricted to the described embodiments, above-described embodiment and explanation
The preference describing the only present invention in book, the present invention is not limited by above-mentioned preference, is not taking off
On the premise of spirit and scope of the invention, the present invention also can have various changes and modifications, these change and
Improvement both falls within the scope of protection of present invention.
Claims (10)
1. a form-stripping free cast-in-situ foam concrete framed wall, it is characterized by mainly to include inner wall (1),
The exempting from of inner wall two surface tears assembled die body system (2) open, and the exempting from of described inner wall two surface tears assembled die body system open
(2) include exempting from tearing open assembling module (21), exempt to tear open base fixed strip (22), exempt to tear open pull bar (23),
Exempting to tear open cross section is connecing bar (24), exempting to tear bilateral fourth (25) open, exempt to tear corner coupling head (26) open of dry word,
All exempting from tears assembling module (21) size, shape open unanimously, exempts to tear assembling module (21) center open and passes through
Perforation (211), undermost exempt to tear open assembling module (21) bottom with exempt to tear open base fixed strip (22) with
Building ground connects, and exempts to tear assembling module (21) seam institute open described in the continuous print of inner wall (1) the same side
State and exempt to tear open the bar (24) that connects that cross section is dry word and connect, described in exempt to tear open cross section be dry word to connect bar (24) solid
Surely being interval with through hole (241), exempting to tear cross section open described in inner wall (1) both sides are relative is dry word
Connect and exempt to tear open bilateral fourth (25) described in the through hole (241) of bar (24) and fix, inner wall (1) two
What side was relative exempt from tears assembling module (21) open and reinforces with exempting to tear pull bar (23) open, exempts to tear pull bar (23) two ends open
Running through the through hole (211) exempting to tear assembling module center open, inner wall (1) corner exempts to tear assembled mould open
Block (21) connects with exempting to tear open corner coupling head (26), and exempting to tear corner coupling head (26) fixed interval open has center
Through hole (261), what inner wall (1) both sides were relative exempts to tear corner coupling head (26) central through-hole (261) open
Exempt to tear bilateral fourth (25) open to fix, with described inner wall (1) for exempting to pour in tearing assembled die body system (2) open
Foam concrete is gained after solidification.
A kind of form-stripping free cast-in-situ foam concrete framed wall the most according to claim 1, is characterized by institute
State inner wall (1) thickness not less than 100 millimeters.
A kind of form-stripping free cast-in-situ foam concrete framed wall the most according to claim 2, is characterized by institute
State inner wall (1) key component weight proportion: cement 60-75%, coal powder 15-20%, PVC foam
Agent 0.1-0.5%.
A kind of form-stripping free cast-in-situ foam concrete framed wall the most according to claim 1, is characterized by institute
State that to exempt to tear assembling module (21) material open be fiber reinforced cement board, key component weight proportion: asbestos
10-15%, glass fiber 1-3%, paper pulp 4-6%, cement 70-80%.
A kind of form-stripping free cast-in-situ foam concrete framed wall the most according to claim 4, is characterized by institute
Stating and exempt to tear open assembling module (21) length no more than 1600 millimeters, width is no more than 500 millimeters, thick
Degree is 10-15 millimeter.
A kind of form-stripping free cast-in-situ foam concrete framed wall the most according to claim 1, is characterized by institute
State exempt to tear open base fixed strip (22), to exempt to tear bar (24) material that connects that cross section is dry word open be PVC.
7., according to a kind of form-stripping free cast-in-situ foam concrete framed wall of arbitrary one of claim 1-6, it is special
Levy and be applicable to external wall or internal partition wall for it.
A kind of form-stripping free cast-in-situ foam concrete framed wall the most according to claim 7, is characterized by use
Control at 900-1200Kg/m in exterior wall inner wall (1) dry density3, intensity is not less than 5MPa；For
Internal partition wall inner wall dry density controls at 500-700Kg/m3, intensity is not less than 3MPa.
The manufacture method of any one form-stripping free cast-in-situ foam concrete framed wall the most described above, its feature
For completing according to the following step:
Exempt to tear assembling module (21) open, exempt to tear base fixed strip (22) open, exempt to tear pull bar (23) open, exempt to tear open
Cross section is connecing bar (24), exempting to tear bilateral fourth (25) open, exempt to tear corner coupling head (26) open of dry word
(1) assembled inner wall (1) two surface exempt to tear open assembled die body system (2): the first step, fixing exempt from
Tear base fixed strip (22) open；Second step, fixed vertical degree angle bar (27)；3rd step, assembly exempts to tear open
Assembling module (21)；4th step, fixing to exempt to tear open cross section be connecing bar (24) and exempting to tear corner open and connect of dry word
Head (26)；5th step, fixes and exempts to tear bilateral fourth (25) open, exempt to tear pull bar (23) open；6th step is by setting
Meter, code requirement are reserved water power and socket reinforcing bar, distributing bar；7th step, adjusts perpendicularity, reinforcing
Door/window corner；8th step, by design requirement cast-in-place foamed concrete.
(2) removing perpendicularity angle bar (27) after having poured latter 12 hours, saw is flat exempts to tear pull bar (23) open
The part having more.
The manufacture method of a kind of form-stripping free cast-in-situ foam concrete framed wall the most according to claim 9
It is characterized by, described in when exempting to tear open assembling module (21) height or width more than 50cm, relative exempting from is torn open
Assembling module centre bore (211) runs through exempts to tear open pull bar (23) and fixes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610556583.5A CN106013532A (en) | 2016-07-15 | 2016-07-15 | Demolding-free cast-in-situ foam concrete frame wall and manufacturing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610556583.5A CN106013532A (en) | 2016-07-15 | 2016-07-15 | Demolding-free cast-in-situ foam concrete frame wall and manufacturing method thereof |
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| CN106013532A true CN106013532A (en) | 2016-10-12 |
Family
ID=57117959
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| CN201610556583.5A Pending CN106013532A (en) | 2016-07-15 | 2016-07-15 | Demolding-free cast-in-situ foam concrete frame wall and manufacturing method thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107355029A (en) * | 2017-06-15 | 2017-11-17 | 浙江云木环保科技有限公司 | A kind of lightweight bamboo and woods fiber partition wall |
| CN115288333A (en) * | 2022-09-07 | 2022-11-04 | 北京清大绿建建筑科技有限公司 | One-time pouring forming wall body with sandwich built-in heat preservation and disassembly-free template and construction method |
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| CN107355029B (en) * | 2017-06-15 | 2022-11-04 | 浙江云木新材股份有限公司 | Light bamboo-wood fiber partition wall |
| CN115288333A (en) * | 2022-09-07 | 2022-11-04 | 北京清大绿建建筑科技有限公司 | One-time pouring forming wall body with sandwich built-in heat preservation and disassembly-free template and construction method |
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