CN107724572A - One kind insulation wall construction method - Google Patents
One kind insulation wall construction method Download PDFInfo
- Publication number
- CN107724572A CN107724572A CN201710967346.2A CN201710967346A CN107724572A CN 107724572 A CN107724572 A CN 107724572A CN 201710967346 A CN201710967346 A CN 201710967346A CN 107724572 A CN107724572 A CN 107724572A
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- China
- Prior art keywords
- bar
- wire side
- mat reinforcement
- pushes against
- locating rod
- 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.)
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- 238000009413 insulation Methods 0.000 title claims abstract description 27
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 230000002787 reinforcement Effects 0.000 claims abstract description 36
- 238000010792 warming Methods 0.000 claims abstract description 28
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 14
- 210000003205 muscle Anatomy 0.000 claims abstract description 11
- 238000007711 solidification Methods 0.000 claims abstract description 3
- 230000008023 solidification Effects 0.000 claims abstract description 3
- 210000004907 gland Anatomy 0.000 claims description 14
- 239000004576 sand Substances 0.000 claims description 4
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 4
- 239000010410 layer Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000008094 contradictory effect Effects 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/04—Mats
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Building Environments (AREA)
Abstract
The invention discloses one kind to be incubated wall construction method, comprises the following steps：S1, muscle is pricked, carry out being bundled into bar-mat reinforcement using reinforcing bar；S2, some hollow pipes are inserted in bar-mat reinforcement；S3, the first protection network, warming plate and the second protection network are sequentially arranged in bar-mat reinforcement side；S4, bar-mat reinforcement side and the side of the second protection network placement template；S5, placing concrete into bar-mat reinforcement and between warming plate and template；After S6, solidification, by form removable, wall is formed；S7, decorated in surface of wall.It is fixed by the way of warming plate be cast in wall, while can providing heat-insulating property so as to warming plate, it is possible to increase the life-span that insulated wall uses, warming plate are influenceed smaller by external environment.Base chamber is inserted into using hollow pipe, allows inside wall and air be present, so allow wall both sides between heat transfer can be obstructed, so as to make the effect of heat insulation of wall more preferable.
Description
Technical field
The present invention relates to a kind of building structure, more specifically, it relates to a kind of insulation wall construction method.
Background technology
Insulated wall be it is for building come isolating chamber in and outdoor temperature influence wall, its can allow interior temperature by
External environment influence is weak.
Notification number is that CN2716378Y Chinese patent discloses the insulation that a kind of inside heat insulation wall adds concrete beam column external thermal insulation wall
Heat insulation wall, it is set gradually on matrix as boundary layer, heat insulation layer, anti-cracking protective layer and finish coat, by this
The setting of Rotating fields, allow wall that there is heat insulation effect, still, during practical function, because heat-insulation layer is by later stage powder
Paint, its structural strength between wall is influenceed by mortar bonding force, also, after a long time use, can make
Into situation about coming off, therefore, although this insulated wall can play heat insulation effect, its service life is shorter, needs to be changed
Enter.
The content of the invention
For existing technical problem, the present invention provides a kind of insulation wall construction method, and it can provide one kind and use the longevity
The longer insulated wall of life.
To achieve the above object, the invention provides following technical scheme：
One kind insulation wall construction method, comprises the following steps：S1, muscle is pricked, tied up using reinforcing bar progress is crisscross, form reinforcing bar
Net；S2, some hollow pipes are inserted in bar-mat reinforcement, and gap is left between hollow pipe and bar-mat reinforcement, and hollow net and bar-mat reinforcement
It is fixed；S3, the first protection network, warming plate and the second protection network are sequentially arranged in bar-mat reinforcement side；S4, bar-mat reinforcement side with
And second protection network side placement template；S5, placing concrete into bar-mat reinforcement and between warming plate and template；S6, coagulate
After Gu, by form removable, wall is formed；S7, decorated in surface of wall.
Pass through above-mentioned technical proposal, the mode that warming plate be cast in wall is fixed, so as to warming plate energy
While enough allowing the whole wall there is the performance of insulation, it is possible to increase in the life-span that insulated wall uses, warming plate is by the external world
Environment influences smaller.Base chamber is inserted into using hollow pipe, allows inside wall and air be present, and then allows the both sides of wall
Between heat transfer can be obstructed, so as to make the effect of heat insulation of wall more preferable.
The present invention is further arranged to：The bar-mat reinforcement includes the first wire side and the second wire side, and the first wire side and
Fixing muscle is provided between two wire sides, the fixing muscle is fixed with the first wire side and the second wire side respectively, and the warming plate leans on
Nearly second wire side is set.
Pass through above-mentioned technical proposal, two wire sides form intermediate space, so as to make bar-mat reinforcement branch in wall uniform, from
And make the structural strength of wall higher.
The present invention is further arranged to：It is provided with the first abutting component between first wire side and template, described first
Pushing against component includes the first abutting screw rod and the first abutting set, and the first abutting nut is arranged with the first abutting screw rod,
The first abutting set is set on the first abutting screw rod, and is abutted with the first abutting nut, the first abutting screw rod and the
One wire side contradicts, and described first pushes against set contradicts with template.
Pass through above-mentioned technical proposal, first abutting component setting allow between the first wire side and template can be formed it is certain
Gap, the first abutting nut is screwed, allow the first abutting screw rod and the first position pushed against between set to be adjusted, and then can adjust
Spacing between whole first wire side and template, so as to allow distribution of first wire side in wall than more uniform.
The present invention is further arranged to：U-type groove is provided with the first abutting screw rod, the U-type groove coordinates with reinforcing bar.
Pass through above-mentioned technical proposal, the setting of U-type groove, it can be enclosed on reinforcing bar, so that will not during extruding
There is situation about being slid from the first wire side.
The present invention is further arranged to：First abutting, which is put, is welded with transverse slat, and the transverse slat contradicts with template.
Pass through above-mentioned technical proposal, the setting of transverse slat make the conflict of itself and template more stable, allow template by pressure
It is small, so as to cause to damage to template.
The present invention is further arranged to：It is provided with the second abutting component between second wire side and template, described second
The second abutting that push against that component includes contradicting with template second push against set, is located in the second abutting set and is set in screw rod
Second pushes against the second abutting nut on screw rod, and described second pushes against set pushes against nut conflict with second, and described second pushes against spiral shell
Bar and the second wire side push against.
Pass through above-mentioned technical proposal, the structure that the second structure for pushing against component pushes against component with first is identical, and it acts on phase
Together, by the cooperation of two abutting components, bar-mat reinforcement can be fixed.
The present invention is further arranged to：The second abutting screw rod sequentially passes through the first protection network, warming plate and second
Protection network and second pushes against set connection.
Pass through above-mentioned technical proposal, the second abutting screw rod is attached through protection network with warming plate, on the one hand can
Warming plate is fixed, equally can also allow bar-mat reinforcement to be fixed more stable.
The present invention is further arranged to：The positioning group of fixation hollow pipe is provided between second wire side and the first wire side
Part, the positioning component includes the first locating rod and the second locating rod, and the first locating rod is distinguished with the second locating rod both ends
It is sequentially provided with gland and clamping joint, the gland of first locating rod and the gland of the second locating rod are respectively with
One wire side and the second wire side, which contradict, to be fixed, and the clamping joint of first locating rod and the clamping joint of the second locating rod respectively will
Hollow pipe is held tightly.
Hollow pipe is fixed for Pass through above-mentioned technical proposal, the setting of positioning component, so as to allow hollow pipe and bar-mat reinforcement
Between leave gap, the distribution allowed between Concrete Filled and bar-mat reinforcement when pouring is more uniform.
The present invention is further arranged to：First locating rod uses expansion link, and the first positioning with the second locating rod
Bar and the second locating rod include positioning screw and positioning sleeve, and location nut is arranged with the positioning screw, described
Positioning is set on positioning screw and contradicted with location nut, and the gland is fixedly connected with positioning sleeve, the clamping joint and
Positioning screw is fixedly connected.
Pass through above-mentioned technical proposal, by screwing for location nut, make the position between positioning screw and positioning sleeve relative
Change, so as to allow locating rod（First locating rod and the second locating rod）Length can convert and then hollow pipe can be consolidated
It is fixed.
The present invention is further arranged to：Concrete employed in S5 is self-heat conserving sand aerated concrete.
Pass through above-mentioned technical proposal, poured using self-heat conserving air entrained concrete, it can be allowed to be allowed after pouring
Wall is internally formed tiny bubble, so as to make the thermal and insulating performance of wall more preferable.
Brief description of the drawings
Fig. 1 is the overall structure diagram of the present embodiment；
Fig. 2 is the first abutting component installation structure schematic diagram；
Fig. 3 is the second abutting component installation structure schematic diagram；
Fig. 4 is positioning component structure chart.
Reference：1st, bar-mat reinforcement；11st, the first wire side；12nd, the second wire side；2nd, hollow pipe；21st, inner sleeve；22nd, reinforcement；
3rd, first component is pushed against；31st, first screw rod is pushed against；32nd, first set is pushed against；33rd, first nut is pushed against；34th, U-type groove；35th, it is horizontal
Plate；4th, second component is pushed against；41st, second screw rod is pushed against；42nd, second set is pushed against；43rd, second nut is pushed against；5th, positioning component；
51st, the first locating rod；52nd, the second locating rod；61st, positioning screw；62nd, positioning sleeve；63rd, location nut；64th, gland；65th, block
Joint；71st, the first protection network；72nd, the second protection network；73rd, warming plate；8th, template.
Embodiment
The present invention will be described in detail below in conjunction with the accompanying drawings.
One kind insulation wall construction method, comprises the following steps：
S1, muscle is pricked, tied up using reinforcing bar progress is crisscross, form bar-mat reinforcement 1；
S2, some hollow pipes 2 of insertion in bar-mat reinforcement 1, and gap is left between hollow pipe 2 and bar-mat reinforcement 1, and hollow net and steel
Muscle net 1 is fixed；
S3, the first protection network 71, the protection network 72 of warming plate 73 and second are sequentially arranged in the side of bar-mat reinforcement 1；
S4, the side of bar-mat reinforcement 1 and the side of the second protection network 72 placement template 8；
S5, placing concrete into bar-mat reinforcement 1 and between warming plate 73 and template 8, concrete are self-heat conserving sand aerating coagulation
Soil；
After S6, solidification, template 8 is removed, forms wall；
S7, decorated in surface of wall.
Wherein, the first wire side 11 and the second wire side 12, the first wire side are included with reference to above-mentioned steps and Fig. 1, bar-mat reinforcement 1
11 and second wire side 12 use the crisscross formation of reinforcing bar, and be provided with fixation between the first wire side 11 and the second wire side 12
Muscle, fixing muscle are fixed with the reinforcing bar on the first wire side 11 and the reinforcing bar on the second wire side 12 respectively, and fixed form can be with
Tied up, can also be fixed by the way of welding using thin wire.Warming plate 73 is set close to the second wire side 12,
And allow the first protection network 71 to be fixed with the second wire side 12, can carry out tying up fixation by thin wire, or welding is admittedly
It is fixed, connecting filament is provided between the first protection network 71 and the second protection network 72, by connecting filament by the first protection network 71 and second
Protection network 72 is fixed, and then warming plate 73 stably can be placed in the first protection network 71 and the second protection network 72,
Connecting filament directly through warming plate 73, can also be arranged on the link position of warming plate 73 and warming plate 73, and it is carried out
Support.Certain elastic force be present to allow between protection network and warming plate 73, warming plate 73 is further protected, will
The steel wire for being woven into the first protection network 71 and the second protection network 72 is arranged to helical structure.
As depicted in figs. 1 and 2, be fixed to allow between template 8 and bar-mat reinforcement 1, the first wire side 11 with close to the
The first abutting component 3 is provided between the template 8 of the position of one wire side 11, likewise, in the second wire side 12 and close second wire side
The second abutting component 4 is provided between the template 8 of 12 positions, is referred to Fig. 3.Wherein, the first abutting component 3 supports including first
Tight screw rod 31 and first pushes against set 32, is arranged with the first abutting nut 33 on the first abutting screw rod 31, first pushes against 32 sets of set
It is located on the first abutting screw rod 31, and is abutted with the first abutting nut 33, the first abutting screw rod 31 contradicts with the first wire side 11, the
One pushes against set 32 contradicts with template 8.U-type groove 34 is provided with first abutting set 32, U-type groove 34 coordinates with reinforcing bar.First pushes against
Transverse slat 35 is welded with screw rod 31, transverse slat 35 contradicts with template 8.And second pushes against the structure of component 4 and the first abutting structure of component 3
Identical, what the second abutting component 4 included contradicting with template 8 second pushes against set 42, is located in second supporting in the second abutting set 42
Tight screw rod 41 and the second abutting nut 43 being set on the second abutting screw rod 41, second, which pushes against set 42 and second, pushes against nut
43 contradict, and the second abutting screw rod 41 pushes against with the second wire side 12.Second abutting screw rod 41 is sequentially passed through into the first protection network 71, protected
The warm protection network 72 of plate 73 and second pushes against set 42 with second and is connected.Likewise, it is also equipped with horizontal stroke on the second abutting screw rod 41
Plate 35, the second abutting covers is provided with U-type groove 34 on 42.
As shown in Figure 1 and Figure 4, in order to which hollow pipe 2 is fixed, set between the second wire side 12 and the first wire side 11
There is the positioning component 5 of fixation hollow pipe 2.Positioning component 5 includes the first locating rod 51 and the second locating rod 52, solid for convenience
It is fixed, allow the first locating rod 51 and the second locating rod 52 to be all provided with being set to expansion link, and the first locating rod 51 and the second locating rod 52
Include positioning screw 61 and positioning sleeve 62, location nut 63 is provided with positioning screw 61, allow location nut 63 with positioning
Screw rod 61 is threadedly coupled, and location nut 63 can be moved on positioning screw 61.It is fixed that positioning sleeve 62 is set in
On the screw rod 61 of position, and it is allowed to be contradicted with location nut 63, so as to when location nut 63 screws, allow it to positioning
Set 62 carries out conflict movement, and then can reach the purpose of the first locating rod 51 of adjustment and the length of the second locating rod 52.First
The both ends of 51 and second locating rod of locating rod 52 are sequentially provided with gland 64 and clamping joint 65 respectively, i.e., by gland 64 and positioning
Set 62 is fixedly connected, and clamping joint 65 is fixedly connected with positioning screw 61.Gland 64 is arranged to U-shape structure, the first locating rod
The gland 64 of 51 locating rod 52 of gland 64 and second respectively with the reinforcing bar of the first wire side 11 and the second wire side 12
Reinforcing bar, which contradicts, to be fixed.Likewise, clamping joint 65 is arranged to arcuate structure, arcuate structure can be carried out with the outer surface of hollow pipe 2
Fitting, and the clamping joint 65 of the locating rod 52 of clamping joint 65 and second of the first locating rod 51 is respectively embraced hollow pipe 2
Tightly.
Reference picture 4, in order to improve the structural strength of whole insulated wall, steel hoop net 1 is provided with hollow pipe 2, and
And inner sleeve 21 is internally provided with hollow pipe 2, the placing concrete between inner sleeve 21 and hollow pipe 2, and in inner sleeve 21 and sky
Reinforcement 22 is provided between heart pipe 2, concrete herein uses publication No. to be mixed for the high intensity disclosed in CN103570287A
Solidifying soil is formed, or the concrete poured using common building is formed.Allow between hollow pipe 2 and inner sleeve 21 and form high intensity pouring
Post, it can improve the structural strength of whole wall.
Due to whole wall using self-heat conserving sand aerated concrete form, its overall water resistance is poor, therefore,
Wall both sides are coated with one layer of waterproof mortar, so as to allow wall to carry out waterproof.
Described above is only the preferred embodiment of the present invention, and protection scope of the present invention is not limited merely to above-mentioned implementation
Example, all technical schemes belonged under thinking of the present invention belong to protection scope of the present invention.It should be pointed out that for the art
Those of ordinary skill for, some improvements and modifications without departing from the principles of the present invention, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (10)
1. one kind insulation wall construction method, it is characterised in that comprise the following steps：S1, muscle is pricked, carried out using reinforcing bar crisscross
Tie up, form bar-mat reinforcement（1）；S2, in bar-mat reinforcement（1）Interior some hollow pipes of insertion（2）, and hollow pipe（2）With bar-mat reinforcement（1）It
Between leave gap, and hollow net and bar-mat reinforcement（1）It is fixed；S3, in bar-mat reinforcement（1）Side is sequentially arranged the first protection network（71）、
Warming plate（73）And second protection network（72）；S4, in bar-mat reinforcement（1）Side and the second protection network（72）Side placement mould
Plate（8）；S5, to bar-mat reinforcement（1）Interior and warming plate（73）With template（8）Between placing concrete；After S6, solidification, by template
（8）Remove, form wall；S7, decorated in surface of wall.
2. insulation wall construction method according to claim 1, it is characterised in that the bar-mat reinforcement（1）Including the first wire side
（11）And second wire side（12）, and the first wire side（11）With the second wire side（12）Between be provided with fixing muscle, the fixing muscle
Respectively with the first wire side（11）And second wire side（12）It is fixed, the warming plate（73）Close to the second wire side（12）Set.
3. insulation wall construction method according to claim 2, it is characterised in that first wire side（11）With template（8）
Between be provided with the first abutting component（3）, described first pushes against component（3）Screw rod is pushed against including first（31）And first push against
Set（32）, described first pushes against screw rod（31）On be arranged with the first abutting nut（33）, described first pushes against set（32）It is set in
First pushes against screw rod（31）On, and push against nut with first（33）Abut, described first pushes against screw rod（31）With the first wire side
（11）Contradict, described first pushes against set（32）With template（8）Contradict.
4. insulation wall construction method according to claim 3, it is characterised in that described first pushes against screw rod（31）Upper setting
There is U-type groove（34）, the U-type groove（34）Coordinate with reinforcing bar.
5. insulation wall construction method according to claim 3, it is characterised in that described first pushes against set（32）On be welded with
Transverse slat（35）, the transverse slat（35）With template（8）Contradict.
6. insulation wall construction method according to claim 2, it is characterised in that second wire side（12）With template（8）
Between be provided with the second abutting component（4）, described second pushes against component（4）Including with template（8）Second contradicted pushes against set
（42）, be located in the second abutting set（42）Interior second pushes against screw rod（41）And it is set in the second abutting screw rod（41）On
Two push against nut（43）, described second pushes against set（42）Nut is pushed against with second（43）Contradict, described second pushes against screw rod（41）
With the second wire side（12）Push against.
7. insulation wall construction method according to claim 6, it is characterised in that described second pushes against screw rod（41）Wear successively
Cross the first protection network（71）, warming plate（73）And second protection network（72）Push against and cover with second（42）Connection.
8. insulation wall construction method according to claim 2, it is characterised in that second wire side（12）With the first wire side
（11）Between be provided with fixation hollow pipe（2）Positioning component（5）, the positioning component（5）Including the first locating rod（51）With
And second locating rod（52）, and the first locating rod（51）With the second locating rod（52）Both ends are sequentially provided with gland respectively（64）With
And clamping joint（65）, first locating rod（51）Gland（64）And second locating rod（52）Gland（64）Respectively
With the first wire side（11）And second wire side（12）Contradict and fix, first locating rod（51）Clamping joint（65）And second
Locating rod（52）Clamping joint（65）Respectively by hollow pipe（2）Held tightly.
9. insulation wall construction method according to claim 8, it is characterised in that first locating rod（51）It is fixed with second
Position bar（52）Use expansion link, and the first locating rod（51）And second locating rod（52）Include positioning screw（61）And
Positioning sleeve（62）, the positioning screw（61）On be arranged with location nut（63）, the positioning sleeve（62）It is located at positioning screw
（61）Upper and and location nut（63）Contradict, the gland（64）With positioning sleeve（62）It is fixedly connected, the clamping joint（65）
With positioning screw（61）It is fixedly connected.
10. insulation wall construction method according to claim 1, it is characterised in that the concrete employed in S5 is self-insurance
Warm sand aerated concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710967346.2A CN107724572B (en) | 2017-10-17 | 2017-10-17 | A kind of heat preservation wall construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710967346.2A CN107724572B (en) | 2017-10-17 | 2017-10-17 | A kind of heat preservation wall construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107724572A true CN107724572A (en) | 2018-02-23 |
| CN107724572B CN107724572B (en) | 2019-05-28 |
Family
ID=61211743
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710967346.2A Active CN107724572B (en) | 2017-10-17 | 2017-10-17 | A kind of heat preservation wall construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107724572B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110284634A (en) * | 2019-06-03 | 2019-09-27 | 上海港城建筑安装工程有限公司 | A kind of insulated wall pouring molding construction technology |
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| CN107246080A (en) * | 2017-07-04 | 2017-10-13 | 上海悦钦建筑安装工程有限公司 | One kind insulation wall construction method |
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2017
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|---|---|---|---|---|
| GB1067503A (en) * | 1964-04-11 | 1967-05-03 | Baustahlgewebe Gmbh | Improvements in or relating to holding devices for steel or other rods of concrete reinforcing grids or the like |
| JPH11303305A (en) * | 1998-04-24 | 1999-11-02 | Sumitomo Metal Mining Co Ltd | Large alc panel |
| JP2007327269A (en) * | 2006-06-08 | 2007-12-20 | Gentaro Yasunaga | Heat insulating panel for building |
| CN200964641Y (en) * | 2006-10-25 | 2007-10-24 | 张晶廷 | Combined stress reinforcing steel bar composite shear wall frame |
| EP2572057A1 (en) * | 2010-05-20 | 2013-03-27 | Kalús, Daniel | Heat insulating panel with active regulation of heat transition |
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| CN204282581U (en) * | 2014-12-09 | 2015-04-22 | 张静 | A kind of heat insulating and sound insulating combined type shear wall |
| CN205712570U (en) * | 2016-06-06 | 2016-11-23 | 常卫星 | Heat-preserving wall |
| CN107246080A (en) * | 2017-07-04 | 2017-10-13 | 上海悦钦建筑安装工程有限公司 | One kind insulation wall construction method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110284634A (en) * | 2019-06-03 | 2019-09-27 | 上海港城建筑安装工程有限公司 | A kind of insulated wall pouring molding construction technology |
| CN110284634B (en) * | 2019-06-03 | 2021-05-07 | 上海港城建筑安装工程有限公司 | Pouring forming construction process for heat-insulating wall |
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