CN107842128A - The construction method of energy-saving structure integration assembled heat insulation wall - Google Patents
The construction method of energy-saving structure integration assembled heat insulation wall Download PDFInfo
- Publication number
- CN107842128A CN107842128A CN201711223338.3A CN201711223338A CN107842128A CN 107842128 A CN107842128 A CN 107842128A CN 201711223338 A CN201711223338 A CN 201711223338A CN 107842128 A CN107842128 A CN 107842128A
- Authority
- CN
- China
- Prior art keywords
- wall
- dismantling formwork
- bolt
- hollow brick
- dovetail groove
- 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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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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Abstract
The construction method of energy-saving structure integration assembled heat insulation wall is related to construction techniques, comprises the following steps：A, material is prepared；B, masonry panel；C, non-dismantling formwork cast-in fixing bolt；D, integration assembling；E, concrete perfusion；F, solidify.The present patent application is aided with the construction method of crab-bolt composite joint by the design of hollow brick wall dovetail groove, can realize completely the high intensity of non-dismantling formwork and hollow brick wall, high reliability it is compound, composite effect is good.Construction method disclosed in the present patent application, solve caused by insulation material, acoustic material etc. in the prior art into non-dismantling formwork layer and brick cavity wall bluk recombination it is bad, it is easy to fall off, the technical problems such as potential safety hazard, consumer experience difference be present, and used once between non-dismantling formwork and hollow brick wall, be overall compound, it is easy for construction, it is easy to accomplish.To sum up, the method for the present patent application can extensive use, there is high marketing and application value.
Description
Technical field
The present invention relates to construction techniques, and in particular to it is a kind of save, insulation, the assembled wall of integral structure
Construction method.
Background technology
With the quickening of social rhythm, assembled architecture mode is more and more used in the realm of building construction, and fills
It is exactly frame-type, lightweight with one of formula building core requirement.To realize lightweight, it is necessary on a large scale using hollow brick etc.
New construction material, the problem of bringing therewith be exactly save, be incubated, sound insulation a series of problems, such as.
In the prior art, hollow brick is more with wall heat insulation material or energy-saving material or other layer structures composition exempts from form removal
Plate is used cooperatively, so that the energy-conservation of wall, insulation, sound insulation and other effects are more preferably, but in real work progress, wall exempts from form removal
Plate is compound by bonding way and hollow brick wall progress mostly, and bonding way just defines that wall exempts to tear open and is divided into one piece of block
Be bonded on wall, both unsightly, while the complex method of piecemeal shape, reach the heat-insulating property between wall and non-dismantling formwork
Less than preferable state.And the bonding way of prior art, when adhesive effect fails（Substantially, adhesive effect only has several years
Time）, non-dismantling formwork can be come off from hollow brick wall surface, and extremely bad experience is caused to user.Hollow brick is with exempting from form removal
The technical problem that complex method between plate is showed, yield many program of real estate enterprise and torn open using hollow brick wall with exempting from
The compound construction method of template, increases building cost, does not meet the policy guidance and trend of energy-saving and emission-reduction.
In addition, non-dismantling formwork is not appropriate for the surface object as building internal layer or outer layer in itself, if will exempt from form removal
The layer that plate is formed causes wall internal layer unsightly and personalization can not be carried out inside building portion as building masonry wall internal layer
Finishing, and if non-dismantling formwork as building envelopes, then if heat-insulation layer, which comes off, has larger potential safety hazard.So build
Thing is built when by the way of compound using hollow brick and insulation material, also constructs spread coagulation again in the internal layer or outer layer of insulation material
Soil layer.After concrete layer and non-dismantling formwork are compound, the stress of non-dismantling formwork has been aggravated, it is Nian Jie with hollow brick wall just at itself
In the case of easily coming off, concrete layer, more accelerate wall non-dismantling formwork and depart from wall.
So research it is a kind of applied to assembled architecture, energy-conservation can be realized, be incubated the effect of wall construction party
Method, and this method can make wall realize integrated composite molding, at the same require this method can ensure wall and non-dismantling formwork it
Between realize preferably it is compound, solve the technical problem of complex fail between hollow brick wall and wall non-dismantling formwork, be extremely heavy
Want.
The content of the invention
To solve in the compound construction method of prior art wall and non-dismantling formwork：Hollow brick wall and non-dismantling formwork it
Between combined strength bination it is inadequate, adhesive effect is bad, easily failure, so as to cause non-dismantling formwork depart from hollow brick wall, cause user's body
Test the technical problems such as difference, the present invention provide it is a kind of applied to assembled architecture, energy-conservation can be realized, be incubated the effect of and can
The construction method of the wall of integrated composite molding is realized, the construction method can be realized between hollow brick wall and non-dismantling formwork
High intensity, high reliability it is perfect compound.
The construction method of energy-saving structure integration assembled heat insulation wall, comprises the following steps：
A, material is prepared：Side has hollow brick, non-dismantling formwork, crab-bolt, the concrete of dovetail groove；
B, masonry panel：The dovetail groove of hollow brick is built into by laying bricks or stones wall towards the inner or outer side of wall；
C, non-dismantling formwork cast-in fixing bolt：The cast-in fixing bolt in non-dismantling formwork, the plug end of crab-bolt are located at the side of non-dismantling formwork, should
Side is the side not connected with hollow brick wall, and the key of crab-bolt after non-dismantling formwork from opposite side by appearing；Crab-bolt position will
Ensure that key is located in the dovetail groove of wall when non-dismantling formwork matches with hollow brick wall；
D, integration assembling：Using compression tooling, non-dismantling formwork is integrally pressed on to surface of the hollow brick wall with dovetail groove, protected
Card crab-bolt key is each fallen within dovetail groove；
E, concrete perfusion：The concrete perfusion in the dovetail groove of wall；
F, solidify：Treat that concrete setting can remove the compression tooling in step D.
Present patent application is aided with the construction method of crab-bolt composite joint, completely by the selection of hollow brick wall dovetail groove
Can realize the high intensity of non-dismantling formwork and hollow brick wall, high reliability it is compound, composite effect is good.Present patent application institute is public
The construction method opened, solve caused by insulation material, acoustic material etc. in the prior art into non-dismantling formwork layer and hollow brick
Wall is compound bad, easy to fall off, the technical problems such as potential safety hazard, consumer experience difference, and non-dismantling formwork and brick cavity wall be present
Used once between body, be overall compound, it is easy for construction, it is easy to accomplish.To sum up, the energy-saving structure integration assembling of present patent application
The construction method of formula heat-preserving wall can extensive use, there is high marketing and application value.
Brief description of the drawings
The brief description of the drawings of the present invention is as follows：
Fig. 1：Wall dovetail groove and non-dismantling formwork compound connection structure schematic diagram in energy-saving structure integration assembled heat insulation wall.
In figure：In figure：1st, hollow brick 2, dovetail groove 3, non-dismantling formwork 4, wall 5, crab-bolt 6, concrete table
Layer.
Embodiment
The present invention is described further below in conjunction with the accompanying drawings：
The construction method of energy-saving structure integration assembled heat insulation wall, comprises the following steps：
A, material is prepared：Side has hollow brick 1, non-dismantling formwork 3, crab-bolt 5, the concrete of dovetail groove 2；
B, masonry panel 4：The dovetail groove 2 of hollow brick 1 is built into by laying bricks or stones wall towards the inner or outer side of wall 4；
C, the cast-in fixing bolt 5 of non-dismantling formwork 3：The cast-in fixing bolt 5 in non-dismantling formwork 3, the plug end of crab-bolt 5 are located at non-dismantling formwork 3
Side, the side are the sides not connected with hollow brick wall 4, and the key of crab-bolt 5 after non-dismantling formwork 3 from opposite side by appearing；
The position of crab-bolt 5 will ensure that key is located in the dovetail groove 2 of wall 4 when non-dismantling formwork 3 matches with hollow brick wall 4；
D, integration assembling：Using compression tooling, the entirety of non-dismantling formwork 3 is pressed on table of the hollow brick wall 4 with dovetail groove 2
Face, ensure that the key of crab-bolt 5 is each fallen within dovetail groove 2；
E, concrete perfusion：The concrete perfusion in the dovetail groove 2 of wall 4；
F, solidify：Treat that concrete setting can remove the compression tooling in step D.
Further, the important improvement as the present invention, after step F, the lateral surface for being additionally included in non-dismantling formwork 3 is smeared out
The step G of concrete surface layer 6, the lateral surface of the non-dismantling formwork 3 refer to the side that non-dismantling formwork 3 is not connected with hollow wall 4.
Further, in the construction for having concrete surface layer 6, in step C, it is necessary to by the plug of crab-bolt 5 not with non-dismantling formwork 3
Side closely connects, and the plug of crab-bolt 5 is extended in concrete surface layer 6, except part of the body of crab-bolt 5 in 3 layers of non-dismantling formwork
Do not coated, the other bodies of crab-bolt 5 and plug, coated by concrete by concrete.The crab-bolt extended in concrete surface layer 6
5 after solidification in the presence of concrete block, will concrete surface layer 6 and the concrete institute that is irrigated in 3 layers of non-dismantling formwork, dovetail groove 2
The block of formation is combined with each other, and the clamping side of the dovetail groove 2 of hollow brick wall 4, is seized the coagulation irrigated in dovetail groove 2
The block that soil is formed, so that block, non-dismantling formwork 3 that the concrete irrigated in hollow brick wall 4, dovetail groove 2 is formed
Layer, concrete surface layer 6 form one group of complex combined closely, and compact-sized, force dispersion in recombination process is highly reliable.
Further, in step B, when different interlayers build hollow brick 1, the dovetail groove 2 for ensureing hollow brick 1 is in without flex point
Linear through slot.If dovetail groove 2 is in random distribution, every group of dovetail groove 2 is in concrete perfusion, it is necessary to from non-dismantling formwork
Concrete entrance is designed with 3, then is constructed highly inconvenient.And linear through slot, then it can be irrigated from an end of groove
Concrete.
Further, in step B, the dovetail groove 2 for the wall 4 that described hollow brick 1 is built by laying bricks or stones is in vertical upper and lower through slot.
Through slot above and below vertical, is more beneficial for the perfusion of concrete, and in the presence of concrete self gravitation, what is irrigated in groove is mixed
Solidifying soil is closer careful, concrete block after solidification, under the cooperation of dovetail groove 2 and crab-bolt 5, makes the compound effect of whole wall 4
Fruit is more preferably.
Further, for the hollow brick 1 in step A when choosing, can select laterally has the hollow of joinery and its construction part
Brick 1, then when wall 4 is built by laying bricks or stones in step B, it is engaged with joinery and its construction part between the adjacent hollow bricks 1 of layer；Wall 4 can be made
The quality of body is more preferably.
Further, described compression tooling is when compressing, by the position of 3 crab-bolt of non-dismantling formwork 5 namely the position of dovetail groove 2
Put to reserve and, during concrete perfusion, using flexible shock mode, make the concrete in dovetail groove 2 is fine and closely woven to compact.
Further, it is described to make the composite effect of 3 layers of the concrete that is irrigated in dovetail groove 2 and non-dismantling formwork more preferable
The key of crab-bolt 5 corresponding to the notch face of 4 dovetail groove of wall 2, is being designed as step-like change, i.e., key is close to the groove of dovetail groove 2
Its diameter is big in the position close to plug for bottom, key, and it is small that key corresponds to diameter at the notch face of dovetail groove 2, ensure key present it is thick,
Carefully, thick change.
Further, to make 3 layers of composite effect between concrete surface layer 6 of non-dismantling formwork more preferable, described crab-bolt 5
The end of plug is also also devised with avoiding the open-work of key and plug link position.The design of open-work, it is to have concrete surface layer 6
Design is lower to be realized, if without open-work, when there is the construction of concrete surface layer 6, the junction of the plug of crab-bolt 5 and crab-bolt 5 and its
Lower section, easily occurs that filling concrete is not in place, so as to the flaw of quality occur.
Further, the open-work of the described plug of crab-bolt 5 is designed as section as fan-shaped hole, and fan-shaped face of scattering is positioned near
The edge of plug.The design of scallop hole, even if the surface area of plug open-work is as far as possible big, the drawing of the plug of crab-bolt 5 can be ensured again
It is unaffected to connect complex function.
Further, before step E, spray water also is carried out to hollow brick wall 4, makes what the wall of hollow brick 1 moistened
Step.Described water is preferably with warm water.
Further, the construction temperature of described concrete perfusion should be not less than 10 degrees Celsius.
Protection scope of the present invention is not limited only to the technical scheme disclosed in embodiment, and embodiment discloses
Preferable technical scheme, restriction to scope of the invention as claimed is should not be construed as, it is all to add swallow using in hollow brick wall
Stern notch, concrete perfusion in dovetail groove is realized and stablizes compound technical scheme between heat-preserving wall and hollow brick wall, and
The further improvement that is carried out on the basis of the technical program, the technical scheme of equivalent substitution each fall within the protection model of the present invention
Enclose.
Claims (10)
1. the construction method of energy-saving structure integration assembled heat insulation wall, comprises the following steps：
A, material is prepared：Side has dovetail groove（2）Hollow brick（1）, non-dismantling formwork（3）, crab-bolt（5）, concrete；
B, masonry panel（4）：By hollow brick（1）Dovetail groove（2）Towards wall（4）Inner or outer side build into wall by laying bricks or stones；
C, non-dismantling formwork（3）Cast-in fixing bolt（5）：In non-dismantling formwork（3）Middle cast-in fixing bolt（5）, crab-bolt（5）Plug end positioned at exempting from
Form removal（3）Side, the side be not with hollow brick wall（4）The side to connect, crab-bolt（5）Key pass through non-dismantling formwork
（3）Appeared afterwards from opposite side；Crab-bolt（5）Position will ensure non-dismantling formwork（3）With hollow brick wall（4）Key is located at wall during matching
Body（4）Dovetail groove（2）In；
D, integration assembling：Using compression tooling, by non-dismantling formwork（3）Entirety is pressed on hollow brick wall（4）Band dovetail groove（2）
Surface, ensure crab-bolt（5）Key each falls within dovetail groove（2）In；
E, concrete perfusion：In wall（4）Dovetail groove（2）Middle concrete perfusion；
F, solidify：Treat that concrete setting can remove the compression tooling in step D.
2. the construction method of energy-saving structure integration assembled heat insulation wall according to claim 1, it is characterised in that：
After step F, non-dismantling formwork is additionally included in（3）Lateral surface smear out concrete surface layer（6）Step G, the non-dismantling formwork（3）'s
Lateral surface refers to non-dismantling formwork（3）Not with hollow wall（4）The side of connection.
3. the construction method of energy-saving structure integration assembled heat insulation wall according to claim 2, it is characterised in that：
There is concrete surface layer（6）Construction in, in step C, it is necessary to by crab-bolt（5）Plug not with non-dismantling formwork（3）Side closely connects,
Make crab-bolt（5）Plug extends to concrete surface layer（6）In, except crab-bolt（5）Body is in non-dismantling formwork（3）Do not mixed part in layer
Solidifying soil cladding, other crab-bolts（5）Body and plug, are coated by concrete.
4. according to the construction method of any described energy-saving structure integration assembled heat insulation walls of claim 1-3, its feature
It is：In step B, hollow brick is built in different interlayers（1）When, ensure hollow brick（1）Dovetail groove（2）Passed through in linear without flex point
Groove.
5. the construction method of energy-saving structure integration assembled heat insulation wall according to claim 4, it is characterised in that：Step
In rapid B, described hollow brick（1）The wall built by laying bricks or stones（4）Dovetail groove（2）In vertical upper and lower through slot.
6. according to claim 1-3,5 any described energy-saving structure integration assembled heat insulation walls construction method, it is special
Sign is：Hollow brick in step A（1）When choosing, from the hollow brick laterally with joinery and its construction part（1）, then step B
Middle wall（4）When building by laying bricks or stones, with the adjacent hollow bricks of layer（1）Between joinery and its construction part be engaged.
7. according to claim 1-3,5 any described energy-saving structure integration assembled heat insulation walls construction method, it is special
Sign is：Compression tooling described in step D is when compressing, by non-dismantling formwork（3）Crab-bolt（5）Position namely dovetail groove（2）'s
Position, which reserves, to be come, and during concrete perfusion, using flexible shock mode, makes dovetail groove（2）In concrete fine and closely woven compact.
8. according to claim 1-3,5 any described energy-saving structure integration assembled heat insulation walls construction method, it is special
Sign is：Described crab-bolt（5）Key corresponding to wall（4）Dovetail groove（2）Notch face, step-like change is designed as, i.e.,
Key is close to dovetail groove（2）Its diameter is big in the position close to plug for bottom land, key, and key corresponds to dovetail groove（2）Notch face
Place's diameter is small, ensures that thick, thin, thick change is presented in key.
9. according to claim 1-3,5 any described energy-saving structure integration assembled heat insulation walls construction method, it is special
Sign is：Described crab-bolt（5）The end of plug be also also devised with avoiding the open-work of key and plug link position.
10. according to claim 1-3,5 any described energy-saving structure integration assembled heat insulation walls construction method, it is special
Sign is：Before step E, also to hollow brick wall（4）Spray water is carried out, makes hollow brick（1）The step of wall moistens.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711223338.3A CN107842128A (en) | 2017-11-29 | 2017-11-29 | The construction method of energy-saving structure integration assembled heat insulation wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711223338.3A CN107842128A (en) | 2017-11-29 | 2017-11-29 | The construction method of energy-saving structure integration assembled heat insulation wall |
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| CN107842128A true CN107842128A (en) | 2018-03-27 |
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| CN201711223338.3A Pending CN107842128A (en) | 2017-11-29 | 2017-11-29 | The construction method of energy-saving structure integration assembled heat insulation wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502049A (en) * | 2020-05-07 | 2020-08-07 | 上海圣奎塑业有限公司 | Heat-insulating construction method for special-shaped building |
| CN113529987A (en) * | 2021-07-09 | 2021-10-22 | 吉林建筑大学 | Hanging plate for external wall and production method thereof |
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| CN201665933U (en) * | 2010-04-16 | 2010-12-08 | 郭强 | Plug-in type anchor bolt for heat-preservation layer of cast-in-place concrete wall body |
| CN106436967A (en) * | 2016-09-26 | 2017-02-22 | 福州大学 | Concrete block and construction method for same |
| CN107143135A (en) * | 2017-06-28 | 2017-09-08 | 常华北 | Structure-integrated insulation and decoration exterior sheathing and its external wall construction method |
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| JPH11181916A (en) * | 1997-12-24 | 1999-07-06 | Toshihiko Kato | Unit block for block built up type structure and its dry construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111502049A (en) * | 2020-05-07 | 2020-08-07 | 上海圣奎塑业有限公司 | Heat-insulating construction method for special-shaped building |
| CN113529987A (en) * | 2021-07-09 | 2021-10-22 | 吉林建筑大学 | Hanging plate for external wall and production method thereof |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20191225 Address after: No. 8, building 5-8, future Fangzhou E3 group, yu'an'jing District, Yunyan District, Guiyang City, Guizhou Province 550000 Applicant after: Guizhou Quick Construction Technology Co., Ltd Address before: 561000 Guizhou province Xixiu Xixiu District of Anshun City Economic Development Zone Applicant before: Guizhou Xinggui Hengyuan new building materials Co. Ltd. |
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Application publication date: 20180327 |