CN106760487A - A kind of cast-in-place concrete exterior wall crack resistence Slate hanging construction method - Google Patents
A kind of cast-in-place concrete exterior wall crack resistence Slate hanging construction method Download PDFInfo
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- CN106760487A CN106760487A CN201611081712.6A CN201611081712A CN106760487A CN 106760487 A CN106760487 A CN 106760487A CN 201611081712 A CN201611081712 A CN 201611081712A CN 106760487 A CN106760487 A CN 106760487A
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- fixing device
- exterior wall
- crack resistence
- wall crack
- cast
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Classifications
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- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- 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
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of cast-in-place concrete exterior wall crack resistence Slate hanging construction method, including：S1, in Beam-Slab Construction, pre-buried multiple bolt rod members；S2, placing fixer axis, lower fixing device, and the installation form in lower fixing device are installed with bolt rod member；S3, placement reinforcing bar colligation axis and assembling reinforcement；S4, the upper fixing device that exterior wall crack resistence Slate hanging construction device is installed according to the position of fixing device axis, the side to template is closed, and the seating side fixing device between upper fixing device and lower fixing device；S5, smash to casting concrete in template and pouring；S6, pour after the completion of regularly carry out water seasoning；S7, when concrete strength reaches 75%, remove lateral fixing devices, when concrete strength reaches 100%, remove lower fixing device, finally remove upper fixing device；Preferably, the construction difficult problem of cast-in-place concrete exterior wall crack resistence hanging plate is preferably resolved present invention reduces overall impression quality after duration, and form removal.
Description
Technical field
Prevent opening the present invention relates to frame structure building external wall construction technical field, more particularly to a kind of cast-in-place concrete exterior wall
Split Slate hanging construction method.
Background technology
Construction industry is fast-developing at this stage, and the design and construction quality of building require also more and more higher, external wall quality
The outward appearance of whole building is directly influenced, generally conventional external wall construction technique builds building block by laying bricks or stones, treats blockwork natural subsidence, hangs
Net falls slurry, plasters, long in time limit spent by related link, because beam is different from masonry material, is easily caused cracking, influences its usability
Can and outward appearance overall impression quality, and apply that the man-hour requirement plenty of time is prepared work and workman is constructed, for example：
Mortar stirring, the carrying of building block, operation interval etc., waste time and energy, and exterior wall Large Area Cracking easily occurs, takes off after the completion of construction
The quality problems such as fall, and operating expenses is greatly increased.It is to the technical problems to be solved by the invention：The mould of exterior wall crack resistence hanging plate
Plate installing/dismounting technology；The concreting technology of exterior wall crack resistence hanging plate.Using cast-in-place concrete exterior wall crack resistence hanging plate
Impression quality is good after construction method not only ensures construction quality, and form removal, saves the workload of secondary decoration, preferably solves
The construction difficult problem of outer wall cracking.
In view of the foregoing, it is necessary to design a kind of simple economy, the scheme of convenient construction.
The content of the invention
Easily there is opening for large area when being for external wall construction in the prior art in the technical problem to be solved in the present invention
Split, come off, the defect of quality problems easily occurs in traditional construction technology, there is provided a kind of cast-in-place concrete exterior wall crack resistence hanging plate
Construction method.
The technical solution adopted for the present invention to solve the technical problems is：
The present invention provides a kind of cast-in-place concrete exterior wall crack resistence Slate hanging construction method, comprises the following steps：
S1, in Beam-Slab Construction, it is pre-buried multiple for setting exterior wall crack resistence Slate hanging construction device with certain spacing
Bolt rod member；
S2, the placing fixer axis on the position of each setting exterior wall crack resistence Slate hanging construction device, and according to solid
The lower fixing device of exterior wall crack resistence Slate hanging construction device is installed in the position for determining device axis, and beam is fixed in bolt rod member
On plate, and the installation form in lower fixing device；
S3, every a segment distance, it is uniform to place reinforcing bar colligation axis, according to the position assembling reinforcement of reinforcing bar colligation axis；
S4, the upper fixing device that exterior wall crack resistence Slate hanging construction device is installed according to the position of fixing device axis, to mould
The side of plate is closed, and the seating side fixing device between upper fixing device and lower fixing device；
S5, the template for treating casting concrete position carry out watering operation, to casting concrete in template, and it are carried out
Pour and smash, pour vibrating head when smashing and insert the slow principle pulled out according to fast, until stopping pouring after concrete laitance floating smashing；
S6, pour after the completion of regularly carry out water seasoning, and cover waterproof membrane and prevent moisture evaporation；
S7, when concrete strength reaches 75%, remove lateral fixing devices, when concrete strength reaches 100%, tear open
Except lower fixing device, upper fixing device is finally removed；
Exterior wall crack resistence Slate hanging construction device includes upper fixing device, lateral fixing devices and lower fixing device, upper fixation
Device is fixed in beam slab by bolt rod member, and lower fixing device inner side is fixed on beam slab by inserting the bolt rod member of beam slab
Side, the outside of lower fixing device flushes with the outside of upper fixing device, and is set between upper fixing device and lower fixing device
There are lateral fixing devices, lateral fixing devices connect by being arranged on the fixing bolt and steady brace of bottom with lower fixing device
Connect；The template for pouring exterior wall concrete is respectively arranged with the inside of lateral fixing devices and lower fixing device.
Further, the method for pre-embedded bolt rod member is in step S1 of the invention：The embedded bolt rod member of packet, every group sets
It is equipped with no less than 2 bolt rod members.
Further, the method for seating side fixing device is in step S4 of the invention：Adjustment lateral fixing devices
Lateral fixing devices are carried out spacing by position by steady brace and fixing bolt.
Further, the method in step S5 of the invention during disturbing concrete using a pouring pounding molding, pours when smashing
Time out is no more than 30 minutes.
Further, the spacing of vibrating head insertion is not more than 300mm in step S5 of the invention.
Further, the method for casting concrete also includes in step S5 of the invention：In template and lateral fixing devices
Between be provided for support and bradyseism flitch.
Further, the method for casting concrete also includes in step S5 of the invention：Lower fixing device and beam slab it
Between clearance position be provided for support rectangle wooden case.
Further, after upper fixing device is removed in step S7 of the invention, the exterior wall to pouring shaping is carried out once again
Watering maintenance.
The beneficial effect comprise that：Cast-in-place concrete exterior wall crack resistence Slate hanging construction method of the invention, passes through
Fixing device, lower fixing device and lateral fixing devices are installed, template is positioned and is fixed, strengthen concreting
When template strength, make that the concrete exterior wall for pouring completion is more smooth, Strength Mass is more preferable；Arranged by rational construction,
In the linking of working procedure, easy construction improves efficiency of construction；Construction quality is also ensure that, by formwork reinforcement, is improved
The resistance to overturning of template, fixing device installs simple, after shortening duration, and form removal overall impression quality preferably, section
The workload of secondary decoration has been saved, the construction difficult problem of cast-in-place concrete exterior wall crack resistence hanging plate has been preferably resolved.
Brief description of the drawings
Below in conjunction with drawings and Examples, the invention will be further described, in accompanying drawing：
Fig. 1 is the structural representation of the embodiment of the present invention；
In figure：1- exterior wall crack resistence Slate hanging construction devices, the upper fixing devices of 101-, 102- lateral fixing devices, under 103-
Fixing device, 2- bolt rod members, 3- flitches, 4- fixing bolts, 5- steady braces, 6- templates, 7- rectangle wooden cases, 8- beam slabs.
Specific embodiment
In order to make the purpose , technical scheme and advantage of the present invention be clearer, it is right below in conjunction with drawings and Examples
The present invention is further elaborated.It should be appreciated that specific embodiment described herein is only used to explain the present invention, not
For limiting the present invention.
As shown in figure 1, the cast-in-place concrete exterior wall crack resistence Slate hanging construction method of the embodiment of the present invention, including following step
Suddenly：
S1, in Beam-Slab Construction, it is pre-buried multiple for setting exterior wall crack resistence Slate hanging construction device with certain spacing
Bolt rod member；The embedded bolt rod member of packet, every group is provided with no less than 2 bolt rod members.
S2, the placing fixer axis on the position of each setting exterior wall crack resistence Slate hanging construction device, and according to solid
The lower fixing device of exterior wall crack resistence Slate hanging construction device is installed in the position for determining device axis, and beam is fixed in bolt rod member
On plate, and the installation form in lower fixing device；
S3, every a segment distance, it is uniform to place reinforcing bar colligation axis, according to the position assembling reinforcement of reinforcing bar colligation axis；
S4, the upper fixing device that exterior wall crack resistence Slate hanging construction device is installed according to the position of fixing device axis, to mould
The side of plate is closed, and the seating side fixing device between upper fixing device and lower fixing device；
The method of seating side fixing device is：The position of lateral fixing devices is adjusted, by steady brace and fixed spiral shell
Bolt carries out spacing to lateral fixing devices.
S5, the template for treating casting concrete position carry out watering operation, to casting concrete in template, and it are carried out
Pour and smash, using the method for a pouring pounding molding during disturbing concrete, pour time out when smashing no more than 30 minutes, pour and shaken when smashing
Dynamic rod inserts the slow principle pulled out according to fast, and the spacing of vibrating head insertion is not more than 300mm, stops pouring until after concrete laitance floating
Smash；
The flitch for being provided for support and bradyseism between template and lateral fixing devices；In lower fixing device and beam slab
Between clearance position be provided for support rectangle wooden case.
S6, pour after the completion of regularly carry out water seasoning, and cover waterproof membrane and prevent moisture evaporation；
S7, when concrete strength reaches 75%, remove lateral fixing devices, when concrete strength reaches 100%, tear open
Except lower fixing device, upper fixing device is finally removed；In dismounting after fixing device, the exterior wall to pouring shaping is once spilt again
Water curing.
Exterior wall crack resistence Slate hanging construction device 1 includes upper fixing device 101, lateral fixing devices 102 and lower fixing device
103, upper fixing device 101 is fixed in beam slab 8 by bolt rod member 2, and the inner side of lower fixing device 103 is by inserting the spiral shell of beam slab
Tightening latch part 2 is fixed on the side of beam slab 8, and the outside of lower fixing device 103 flushes with the outside of upper fixing device 101, and upper solid
Determine to be provided with lateral fixing devices 102 between device 101 and lower fixing device 103, lateral fixing devices 102 are by being arranged on bottom
The fixing bolt 4 and steady brace 5 in portion are connected with lower fixing device 3；Lateral fixing devices 102 and lower fixing device 103 it is interior
Side is respectively arranged with the template 6 for pouring exterior wall concrete.
In another specific embodiment of the invention, the construction mainly for frame structure building exterior wall taken one
Cast-in-place concrete exterior wall crack resistence Slate hanging construction method is planted, is related to the technical field of frame structure building external wall construction, particularly
Industrial premises exterior wall superstructure replaces the crack resistence Slate hanging construction method of traditional masonry structure using concrete structure.
According to site operation situation, in conjunction with the connecting between each operation, using rational construction method.Mainly include
Fixing device and template part, reinforcement installation part, concrete construction part and fixing device disengaging section composition.The present invention
It is main to include 1, fixing device and template part；2nd, reinforcement installation part；3rd, concrete construction part；4th, fixing device disassembling part
Point.
Fixing device and template part, whole fixing device, as main stressed member, are fixed using bolt and pacified by square steel
Dress composition, first in Beam-Slab Construction bolt rod member carried out before installing it is pre-buried, as the fix bar of exterior wall cladding constructing device
Part.After the completion of hanging plate reinforcing bar colligation, top stressed member is installed, then closes side form and fixedly mount side rod member, finally will
Bottom pull bar is fixed.
Reinforcement installation part, will carry out unwrapping wire before reinforcing bar colligation, reinforcing bar colligation is carried out according to axis, because template is not sealed entirely
Close, reinforcing bar colligation can be carried out directly in template, it is also possible to which prior colligation is well directly transferred in template.
Concrete construction part, smashes position and carries out watering operation to pouring, it is ensured that concrete is protected with template contacts face before pouring
Moistening is held, during casting and compacting of concrete, it is necessary to keep a pouring pounding molding, the intermediate suspension time, vibrating head was pressed no more than 30 minutes
Principle is pulled out slowly according to fast inserting, and vibrating head insertion spacing cannot be greater than 300mm, and it is mark that vibrating head dwell time is floated with concrete laitance
It is accurate.Water seasoning is carried out after the completion of pouring on time, covering prevents moisture evaporation in time if necessary.
The control of time, the dismounting of bed die are must be noted that during the dismounting of fixing device disengaging section, fixing device and template
Must can be carried out after concrete strength reaches 100%, the dismounting of side form can be carried out when intensity reaches 75%, need to ensure
Carried out in the case that concrete corner is without damage.The dismounting order for being fixed device is first to tear side fixed beam open, then
In dismounting bottom fixed beam, top rod member is finally dismantled, dismounting every time has certain hour intermittently, the rod member that will be loosened during interval
Tighten, it is ensured that dismounting safety.
The cast-in-place concrete exterior wall crack resistence Slate hanging construction method that the present invention is taken, to structure outer Slate hanging construction technology
Development has important effect.
Cast-in-place concrete exterior wall crack resistence Slate hanging construction method：Construction industry is fast-developing at this stage, the design of building and applies
Work quality requirement also more and more higher, external wall quality directly influences the outward appearance of whole building, generally conventional external wall construction
Technique builds building block by laying bricks or stones, treats that blockwork natural subsidence, linked network are fallen slurry, plastered, long in time limit spent by related link, because of beam and masonry
Material is different, is easily caused cracking, influences the overall impression quality of its performance and outward appearance, and apply man-hour requirement it is a large amount of when
Between be prepared work and workman is constructed, for example：Mortar stirring, the carrying of building block, operation interval etc., waste time and energy, and
And the quality problems such as easily occurs Large Area Cracking, comes off in exterior wall after the completion of construction, operating expenses is greatly increased.The present invention is wanted
The technical problem of solution is：The model sheetinstallat dismantling technology of exterior wall crack resistence hanging plate；The concrete of exterior wall crack resistence hanging plate is poured
Build technology.Impression quality after construction quality, and form removal is not only ensured using cast-in-place concrete exterior wall crack resistence Slate hanging construction method
It is good, the workload of secondary decoration is saved, preferably resolve the construction difficult problem of outer wall cracking.
It should be appreciated that for those of ordinary skills, can according to the above description be improved or converted,
And all these modifications and variations should all belong to the protection domain of appended claims of the present invention.
Claims (8)
1. a kind of cast-in-place concrete exterior wall crack resistence Slate hanging construction method, it is characterised in that comprise the following steps：
S1, in Beam-Slab Construction, with the pre-buried multiple bolts for setting exterior wall crack resistence Slate hanging construction device of certain spacing
Rod member；
S2, the placing fixer axis on the position of each setting exterior wall crack resistence Slate hanging construction device, and filled according to fixed
The lower fixing device of exterior wall crack resistence Slate hanging construction device is installed in the position for putting axis, and beam slab is fixed in bolt rod member
On, and the installation form in lower fixing device；
S3, every a segment distance, it is uniform to place reinforcing bar colligation axis, according to the position assembling reinforcement of reinforcing bar colligation axis；
S4, the upper fixing device that exterior wall crack resistence Slate hanging construction device is installed according to the position of fixing device axis, to template
Side is closed, and the seating side fixing device between upper fixing device and lower fixing device；
S5, the template for treating casting concrete position carry out watering operation, to casting concrete in template, and it are poured
Smash, pour vibrating head when smashing and insert the slow principle pulled out according to fast, until stopping pouring after concrete laitance floating smashing；
S6, pour after the completion of regularly carry out water seasoning, and cover waterproof membrane and prevent moisture evaporation；
S7, when concrete strength reaches 75%, remove lateral fixing devices, when concrete strength reaches 100%, under dismounting
Fixing device, finally removes upper fixing device；
The exterior wall crack resistence Slate hanging construction device (1) includes upper fixing device (101), lateral fixing devices (102) and lower solid
Determine device (103), upper fixing device (101) is fixed in beam slab (8) by bolt rod member (2), lower fixing device (103) inner side
The side of beam slab (8), the outside of lower fixing device (103) and upper fixed dress are fixed on by the bolt rod member (2) for inserting beam slab
Put and flushed on the outside of (101), and lateral fixing devices are provided between upper fixing device (101) and lower fixing device (103)
(102), lateral fixing devices (102) are by being arranged on the fixing bolt (4) and steady brace (5) and lower fixing device of bottom
(3) connect；The mould for pouring exterior wall concrete is respectively arranged with the inside of lateral fixing devices (102) and lower fixing device (103)
Plate (6).
2. cast-in-place concrete exterior wall crack resistence Slate hanging construction method according to claim 1, it is characterised in that in step S1
The method of pre-embedded bolt rod member is：Embedded bolt rod member (2) of packet, every group is provided with no less than 2 bolt rod members (2).
3. cast-in-place concrete exterior wall crack resistence Slate hanging construction method according to claim 1, it is characterised in that in step S4
The method of seating side fixing device is：The position of adjustment lateral fixing devices (102), by steady brace (5) and fixed spiral shell
Bolt (4) carries out spacing to lateral fixing devices (102).
4. cast-in-place concrete exterior wall crack resistence Slate hanging construction method according to claim 1, it is characterised in that in step S5
Using the method for a pouring pounding molding during disturbing concrete, pour time out when smashing and be no more than 30 minutes.
5. cast-in-place concrete exterior wall crack resistence Slate hanging construction method according to claim 1, it is characterised in that in step S5
The spacing of vibrating head insertion is not more than 300mm.
6. cast-in-place concrete exterior wall crack resistence Slate hanging construction method according to claim 1, it is characterised in that in step S5
The method of casting concrete also includes：Support is provided for bradyseism between template (6) and lateral fixing devices (102)
Flitch (3).
7. cast-in-place concrete exterior wall crack resistence Slate hanging construction method according to claim 1, it is characterised in that in step S5
The method of casting concrete also includes：Clearance position between lower fixing device (103) and beam slab (8) is provided for support
Rectangle wooden case (7).
8. cast-in-place concrete exterior wall crack resistence Slate hanging construction method according to claim 1, it is characterised in that in step S7
In dismounting after fixing device (101), the exterior wall to pouring shaping is once sprinkled water maintenance again.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611081712.6A CN106760487B (en) | 2016-11-30 | 2016-11-30 | A kind of cast-in-place concrete exterior wall crack resistence Slate hanging construction method |
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|---|---|---|---|
| CN201611081712.6A CN106760487B (en) | 2016-11-30 | 2016-11-30 | A kind of cast-in-place concrete exterior wall crack resistence Slate hanging construction method |
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| CN106760487B CN106760487B (en) | 2019-04-23 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386638A (en) * | 2017-08-24 | 2017-11-24 | 深圳市建艺装饰集团股份有限公司 | The construction method of cast-in-place Decorative hanging board structure under a kind of beam |
| CN109057334A (en) * | 2018-08-16 | 2018-12-21 | 庐江荣睿建设工程有限公司 | A kind of mould proof crack resistence external wall construction technique |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102644339A (en) * | 2011-02-17 | 2012-08-22 | 张剑 | Multi-functional precast-concrete exterior wall cladding system |
| CN102787680A (en) * | 2012-07-31 | 2012-11-21 | 长沙远大住宅工业有限公司 | Unit assembled concrete outer wall system |
| CN103899088A (en) * | 2014-04-22 | 2014-07-02 | 中建八局第三建设有限公司 | Construction method for large-span ultra-thin ultra-long cast-in-situ bare concrete plank |
| CN204510813U (en) * | 2015-03-25 | 2015-07-29 | 中航天建设工程有限公司 | L-type cladding panel structure under a kind of novel frame Liang Liang |
| CN105525731A (en) * | 2016-02-01 | 2016-04-27 | 成都市第六建筑工程公司 | Exterior wall cladding connecting device and construction method |
| CN205577188U (en) * | 2016-01-13 | 2016-09-14 | 上海欧本钢结构有限公司 | Collect heat preservation, decorative layer and template in exterior wall cladding of an organic whole system |
| CN106049704A (en) * | 2016-07-28 | 2016-10-26 | 杭州江润科技有限公司 | Prefabricated, cast-in-situ, combined type bare concrete exterior wall structure and construction method |
-
2016
- 2016-11-30 CN CN201611081712.6A patent/CN106760487B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102644339A (en) * | 2011-02-17 | 2012-08-22 | 张剑 | Multi-functional precast-concrete exterior wall cladding system |
| CN102787680A (en) * | 2012-07-31 | 2012-11-21 | 长沙远大住宅工业有限公司 | Unit assembled concrete outer wall system |
| CN103899088A (en) * | 2014-04-22 | 2014-07-02 | 中建八局第三建设有限公司 | Construction method for large-span ultra-thin ultra-long cast-in-situ bare concrete plank |
| CN204510813U (en) * | 2015-03-25 | 2015-07-29 | 中航天建设工程有限公司 | L-type cladding panel structure under a kind of novel frame Liang Liang |
| CN205577188U (en) * | 2016-01-13 | 2016-09-14 | 上海欧本钢结构有限公司 | Collect heat preservation, decorative layer and template in exterior wall cladding of an organic whole system |
| CN105525731A (en) * | 2016-02-01 | 2016-04-27 | 成都市第六建筑工程公司 | Exterior wall cladding connecting device and construction method |
| CN106049704A (en) * | 2016-07-28 | 2016-10-26 | 杭州江润科技有限公司 | Prefabricated, cast-in-situ, combined type bare concrete exterior wall structure and construction method |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386638A (en) * | 2017-08-24 | 2017-11-24 | 深圳市建艺装饰集团股份有限公司 | The construction method of cast-in-place Decorative hanging board structure under a kind of beam |
| CN107386638B (en) * | 2017-08-24 | 2019-11-26 | 深圳市建艺装饰集团股份有限公司 | The construction method of cast-in-place Decorative hanging board structure under a kind of beam |
| CN109057334A (en) * | 2018-08-16 | 2018-12-21 | 庐江荣睿建设工程有限公司 | A kind of mould proof crack resistence external wall construction technique |
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| CN106760487B (en) | 2019-04-23 |
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