CN106988525A - A kind of skyscraper aluminum alloy mould plate construction method - Google Patents
A kind of skyscraper aluminum alloy mould plate construction method Download PDFInfo
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- CN106988525A CN106988525A CN201710276378.8A CN201710276378A CN106988525A CN 106988525 A CN106988525 A CN 106988525A CN 201710276378 A CN201710276378 A CN 201710276378A CN 106988525 A CN106988525 A CN 106988525A
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- wall column
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- support bar
- formwork
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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
- E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
-
- 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
- E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention belongs to technical field of building construction, it is related to a kind of skyscraper aluminum alloy mould plate construction method.Including, step 1, the surveying setting-out of model sheetinstallat 1.1；1.2 foundation construction；1.3 wall column formworks are installed；1.4 beam forms are installed；1.5 the template die is installed；Formwork reinforcement described in 1.6；The actual measurement actual quantities correction of 1.7 templates；1.7.1 wall column surveys the correction of actual quantities；1.7.2 top plate surveys the correction of actual quantities；1.8 reinforce ending and check and accept；Wall column formwork is removed in step 2 form removable 2.1；2.2 remove backform；2.3 remove support bar；Beneficial effects of the present invention are：Concrete construction quality is significantly improved；Save a large amount of construction periods；Reduce cost.
Description
Technical field
The invention belongs to technical field of building construction, it is related to a kind of skyscraper aluminum alloy mould plate construction method.
Background technology
Form work engineering be one in reinforced concrete building engineering have a large capacity and a wide range, one of vital construction technology,
The quality that form work engineering is implemented directly affects the key elements such as progress, cost, quality, safety and the environmental protection of project construction.Mesh
There is relatively low technology content, low construction efficiency, waste people in the template systems such as wood plywood template, the steel form that preceding market is present
Work, it is seriously polluted the problems such as, the green construction advocated with harmonious society, energy-saving and emission-reduction greatly differ from each other.Traditional plank sheathing construction, is mixed
Solidifying soil presentation quality is difficult to ensure that the concrete after shaping various mass defects occurs, such as more：It is honeycomb, pitted skin, spillage, rotten
Root, faulting of slab ends, curtain etc., concrete surface flatness, perpendicularity are difficult to reach code requirement after turnover repeatedly.Template industry is urgent
Expect the appearance for the template system that service efficiency is high, integrated cost is low.As new generation of green template, aluminum alloy mould plate will draw
Lead the developing direction and quality of template industry.In skyscraper, especially for reproducible floor it is more when, aluminum alloy mould plate
The number of turnover is more, good economy performance, efficiency of construction are high, especially prominent to the low advantage of mechanical dependency degree.Aluminum alloy mould plate is to build
Forth generation template of the building mould after it experienced plank sheathing, steel form, plastic formwork, as new generation of green template, aluminium is closed
Golden template will lead template industry development direction.Aluminum alloy mould plate is as a kind of new construction material, with lightweight, dismounting
Convenient, rigidity is high, plate face is big, piece is few, stability good, precision is high, smooth bright and clean, the service life length that pours formation of concrete,
The number of turnover is more, good economy performance, recovery value high, construction speed is fast, efficiency of construction is high, job site is safe, clean and tidy, construction shape
As it is good, low to mechanical degree of dependence, have a wide range of application, environmental protection the features such as, meet China advocate low-carbon, energy-conservation political affairs
Plan, is worth promoting the use of a large area in China.
The content of the invention
The purpose of the present invention be in view of the shortcomings of the prior art there is provided a kind of skyscraper aluminum alloy mould plate construction method,
Including,
Step 1, model sheetinstallat
1.1 surveying setting-outs, the good wall column line of bullet and wall column control line, wherein hole line, wall column control line distance on floor
Wall sideline 200mm；Floor absolute altitude control point is indicated on post longitudinal rib, is marked by sticking two-faced adhesive tape, and with mouth under double faced adhesive tape
As absolute altitude control point, absolute altitude control point is that the corner and corner of wall column are respectively provided with control at story height above 500mm
Point；
1.2 foundation constructions, including wall column reinforcing bar and wall column Hydroelectric Project Construction are installed, the wall column Hydroelectric Project Construction includes pre-buried water
Electronic box box, spool, reserved opening；
1.3 wall column formworks are installed；
1.3.1 the wall column position floor absolute altitude is checked, the wall column position floor absolute altitude is checked according to absolute altitude control point
Whether meet the requirements, what is be higher by cuts, timber wedge on low pad controls the floor absolute altitude error within 5mm；
1.3.2 spacer bar is implanted on the wall column root line side, in the cement that same wall thickness is set in the wall column
Stay or reinforcing bar inner bracing strip, inner bracing strip two ends prop up template；
1.3.3 template, uniform brushing releasing agent are made an overall screening；
1.3.4 the assembled template, closes before the wall column formwork, inserts the wall column formwork fastening screw and be inserted in
Pvc pipe, sleeve pipe and the cheek board face contact position of wall two are smooth；
1.3.5 the head of pin is embedded in the inside lock template when wall column formwork is connected with inside lock template
Portion, the selling sheet of the wall column formwork connecting pin will be installed from top to bottom；
1.3.6 good mortar is blocked up within 12 hours before casting concrete；
1.4 beam forms are installed, and good beam bottom board assembled first simultaneously installed support bar, and beam bottom is adjusted with support bar to designing mark
Height, beam bottom support bar answers vertical non-loosening, then assembled side template；
Template die described in 1.5 is installed, and first installs the inner corner trim of floorboard, and then keel of assembled floorboard and installing are supported,
With support bar adjustable plate bottom to designed elevation, plate bottom support bar answers vertical non-loosening, installs and install floorboard after keel successively
On-gauge plate；
Formwork reinforcement described in 1.6, carries out the reinforcing of the wall column formwork after the completion of integral mold plate is assembled；
The actual measurement actual quantities correction of 1.7 templates；
1.7.1 wall column surveys the correction of actual quantities：
After the completion of wall column formwork is reinforced, the relative position in wall column both sides installs bearing diagonal, and bearing diagonal one end is fixed on the back of the body
On stupefied, the other end is fixed on flooring with setscrew, and perpendicularity and the journal offset that wall column is checked with steel tape are fallen with line, and
It is corrected according to wall column control line, wall column perpendicularity deviation should be controlled in the range of 5mm；
1.7.2 top plate surveys the correction of actual quantities：
According to floor absolute altitude, beam bottom levelness is first checked with infrared ray, regulation Adjustable bracing bar is to beam bottom level, then with red
The horizontal extreme difference of outer ray examination top plate, adjusts each support bar of top plate, the same horizontal extreme difference control of span inside ceiling panel is in 5mm
In the range of；
1.8 reinforce ending and check and accept；
1.8.1 treat that beam reinforced steel bar colligation is finished, drop plate and reversed beam, caisson are installed, the position of caisson placing is accurate, tight
Gu；
Step 2 form removable
2.1 remove wall column formwork
Wall column side form is removed when concrete strength reaches 1.2Mpa, bearing diagonal is first removed, then remove the pin of aluminum dipping form connection
Pin piece；
2.2 remove backform
According to the early removing system of aluminum dipping form, intensity reaches that 50% rear of design strength is dismountable after the completion of concreting
Backform, backform is removed since the position that beam, plate support bar are connected, removes the coupled company of beam, plate support bar pin selling sheet
Fitting, followed by removes the pin selling sheet of beam adjacent thereto, plate, should first tear side template, beam bottom board during form removal open in order
Plate, then removes the keel of floorboard, then removes the template of standard；
2.3 remove support bar
The dismounting of support bar should meet《Concrete structure engineering job specfication》GB50666-2011 is removed on bed die
Concrete strength requirement.
Further, in step 1.6, the wall column formwork is reinforced by installing back cord on through-wall bolt.
Further, in step 2.1, the wall column side form is removed in concreting after 12 hours.
Further, in step 2.2, concreting removes the backform after 48 hours.
Further, in step 2.3, concreting is torn open after the plate bottom support, 336 hours days are removed after 240 hours
Except beam bottom support, the cantilever bottom support is removed after 672 hours.
Beneficial effects of the present invention are：
(1) quality：By using aluminum alloy mould plate, concrete construction quality is significantly improved；
(2) duration：" early removing system " safety and stability of aluminum alloy mould plate, part of encorbelmenting is equipped with 6 sets of support systems, beam
Be equipped with 4 sets, 3 sets of board member outfit, under normal service condition, its speed of application can reach every 100 hours or so one layer.Aluminium is closed
Golden mould plate technique carries out material transmission using material transfer mouthful, without discharging platform, a large amount of tower crane transhipment times is saved, so as to shorten master
The body construction duration；
(3) it is economical：
Project No. 4 plot 8#, 10# building is marked as measuring and calculating object, aluminum alloy pattern plate and plank sheathing using certain shanty town nine of air harbor the 8th
(tube clamps containing frame) are included in market price；
1) aluminum alloy pattern plate mode is used
According to aluminum alloy pattern plate, it is only necessary to buy the aluminum alloy pattern plate of 1 index bed, aluminum alloy pattern plate need to be bought by calculating Dan Donglou
2500m2 (i.e. individual layer exhibition Model area), aluminum alloy pattern plate 1050 yuan/m2 of unit price (actual purchase area), Dan Donglou total prices 2500m2*
1050 yuan/m2=2625000 members.Dan Donglou construction complete, aluminum alloy pattern plate typically have 70% standard element can recycling,
Therefore during one building of construction, required aluminum alloy pattern plate takes for 2625000* (1-70%)=787500 yuan；
2) plank sheathing mode is used
According to plank sheathing, shuttering supporting scaffold and fastener take 10 yuan/m2 (construction area), 50 yuan/m2 of form cost (exhibitions
Model area), generally, a set of template can use 6 layers, and a building needs 6 sets of templates, therefore 10 yuan of Dan Donglou costs/
M2*21847.24m2+50*2500*6=968472 members；
Pass through comparative analysis, it is contemplated that the effective access times of aluminum alloy pattern plate are at least up to 100 times (i.e. three buildings), access times
More, construction building number is more, and cost is lower, and economic benefit is higher.And when using plank sheathing construction, required expense is constant, because
This is more many than using plank sheathing reduction using the expense of aluminum alloy pattern plate；
(4) experience and social benefit：At present, the construction of the economic comprehensive test region in Zhengzhou air harbor, is the great war in center
Slightly dispose, this project will give full play to intrinsic advantage, be bold in innovation as the first stop exploited market, do an engineering, tree one
Face flag, opens up a side market, casts a monument.Adhere to the theory item to manage with innovation, with the spiritual management project provided quality goods or brilliant, use
The pursuit planned project of green construction is created, with information-based strength equipment Project, group company is established in Zhengzhou air harbor area
Image and brand influence.
Brief description of the drawings
Fig. 1 is the flow chart of construction method of the present invention.
Embodiment
With reference to the accompanying drawings and detailed description, the present invention is further illustrated.
Embodiment one
The construction method, as shown in figure 1, including,
(1) the good wall column line of bullet and wall column control line, hole line on floor, wherein wall column control line is apart from wall sideline
200mm, can examine wall body template whether off normal and perpendicularity.Floor absolute altitude control point is indicated on post longitudinal rib, by pasting
Double faced adhesive tape is marked, and mouth is as absolute altitude control point using under double faced adhesive tape, and absolute altitude control point is floor+500mm, the corner of wall column and is turned
Control point is respectively provided with angle, to check floor face absolute altitude.
(2) installation wall column reinforcing bar and pre-buried water power chamber, spool, reserved opening etc., handle acceptance of concealed work after finishing
Formality.
(3) wall column formwork is installed
1) install before wall column formwork, check whether wall column position, floor absolute altitude meet the requirements according to absolute altitude control point, be higher by
Cut, timber wedge on low pad, control floor absolute altitude error within 5mm.
2) spacer bar is implanted on the line side of wall column root, prevents the positioning when reinforcing, same wall thickness is set in wall column
Cement inner bracing strip or reinforcing bar inner bracing strip, inner bracing strip two ends prop up template.
3) before wall column formwork is installed, it is necessary to template is made an overall screening, on brushing releasing agent.
4) before assembled formwork, closing wall column formwork, wall column formwork fastening screw need to be inserted and pvc pipe is inserted in, simultaneously
Ensure that sleeve pipe and the cheek board face contact position of wall two are smooth, so as to which Screw arbor with nut at both-ends can be withdrawn after pouring into a mould.
5) in order to remove conveniently, the head of pin should be as far as possible in inside lock when wall column formwork is connected with inside lock template
Inside template, the selling sheet of wall column formwork connecting pin will from top to bottom, in order to avoid being come off in casting concrete, pin spacing must not
More than 300mm.
6) to prevent from blocking up good mortar on request in 12 hours before mouth running pulp under wall column formwork, casting concrete, prevent to use cement
Mouth under bag or foam blocking, it is to avoid cause bad root phenomenon.
(4) beam forms is installed
Carry out aluminum alloy mould plate assembled, good beam bottom board assembled first has simultaneously installed support bar, with support bar adjust beam bottom to
Designed elevation, beam bottom support bar answers vertical non-loosening, then assembled side template.
(5) template die is installed
Install after wall column, beam forms, assembled template die, the inner corner trim of floorboard is installed first, then the dragon of assembled floorboard
Bone and installing is supported, and with support bar adjustable plate bottom to designed elevation, plate bottom support bar is answered vertical non-loosening, installed after keel
The on-gauge plate of floorboard just can be installed successively.
(6) formwork reinforcement
The reinforcing of wall column formwork is carried out after the completion of integral mold plate is assembled, that is, back cord is installed.Back cord is installed on through-wall bolt
And answer two people to be carried out simultaneously in the both sides of wall column.
(7) template actual measurement actual quantities correction
1) wall column surveys the correction of actual quantities：
After the completion of wall column formwork is reinforced, the relative position in wall column both sides installs bearing diagonal, and bearing diagonal one end is fixed on the back of the body
On stupefied, the other end is fixed on flooring with setscrew, and perpendicularity and the journal offset that wall column is checked with steel tape are fallen with line, and
It is corrected according to wall column control line, wall column perpendicularity will not be offset in casting concrete, wall column perpendicularity deviation should be controlled
In the range of 5mm.
2) top plate surveys the correction of actual quantities：
According to floor absolute altitude, first checked with infrared ray beam bottom whether level, regulation Adjustable bracing bar then uses to beam bottom level
The horizontal extreme difference of infrared inspection top plate, adjusts each support bar of top plate, until the horizontal extreme difference of top plate meets the requirements, together
The one horizontal extreme difference of span inside ceiling panel should be controlled in the range of 5mm.
(8) reinforce ending and check and accept：
Treat that beam reinforced steel bar colligation is finished, drop plate and reversed beam, caisson are installed；To formwork reinforcement and after having corrected, to wall column
The sectional dimension of perpendicularity, the flatness of top plate, wall column and beam is checked.
The dismounting of 5.2 templates
(1) concrete strength during form removal has to comply with the requirement of table 1：
Table 1
In aluminum dipping form early removing system, according to aluminum dipping form use requirement, intensity reaches design strength after the completion of concreting
It is dismountable backform after 50%, leaves behind support bar.When the dismounting of support bar determines to remove according to the form removal test block of concrete
Between.
(2) demolishing process
1) wall column formwork is removed
Wall column side form is removed when concrete strength reaches 1.2Mpa, concreting removes wall column side form after 12 hours.
2) backform is removed
According to the early removing system of aluminum dipping form, intensity reaches that 50% rear of design strength is dismountable after the completion of concreting
Backform, backform can be removed after 48 hours.
3) support bar is removed
Support bar is removed, the support of plate bottom is removed after 240 hours, is torn open after the support of beam bottom, 672 hours days are removed after 336 hours
Except the support of cantilever bottom, then carry out aluminum dipping form dismounting.
The present invention is not limited to above-mentioned embodiment, in the case of without departing substantially from substantive content of the present invention, art technology
Any deformation that personnel are contemplated that, improvement, replace and each fall within protection scope of the present invention.
Claims (5)
1. a kind of skyscraper aluminum alloy mould plate construction method, including,
Step 1, model sheetinstallat
1.1 surveying setting-outs, the good wall column line of bullet and wall column control line, hole line on floor, wherein wall column control line is apart from wall side
Line 200mm；Floor absolute altitude control point is indicated on post longitudinal rib, is marked by sticking two-faced adhesive tape, and using under double faced adhesive tape mouth as
Absolute altitude control point, absolute altitude control point is that the corner and corner of wall column are respectively provided with control point at story height above 500mm；
1.2 foundation constructions, including wall column reinforcing bar and wall column Hydroelectric Project Construction are installed, the wall column Hydroelectric Project Construction includes pre-buried water power case
Box, spool, reserved opening；
1.3 wall column formworks are installed；
1.3.1 the wall column position floor absolute altitude is checked, whether the wall column position floor absolute altitude is checked according to absolute altitude control point
Meet the requirements, what is be higher by cuts, timber wedge on low pad controls the floor absolute altitude error within 5mm；
1.3.2 spacer bar is implanted on the wall column root line side, the cement inner bracing strip of same wall thickness is set in the wall column
Or reinforcing bar inner bracing strip, inner bracing strip two ends prop up template；
1.3.3 template, uniform brushing releasing agent are made an overall screening；
1.3.4 the assembled template, closes before the wall column formwork, inserts the wall column formwork fastening screw and be inserted in PVC
Pipe, sleeve pipe and the cheek board face contact position of wall two are smooth；
1.3.5 the head of pin is embedded in inside the inside lock template when wall column formwork is connected with inside lock template, institute
Stating the selling sheet of wall column formwork connecting pin will install from top to bottom；
1.3.6 good mortar is blocked up within 12 hours before casting concrete；
1.4 beam forms are installed, and good beam bottom board assembled first has simultaneously installed support bar, and beam bottom is adjusted to designed elevation with support bar,
Beam bottom support bar answers vertical non-loosening, then assembled side template；
Template die described in 1.5 is installed, and first installs the inner corner trim of floorboard, and then keel of assembled floorboard and installing are supported, with branch
Strut adjustable plate bottom to designed elevation, plate bottom support bar answers vertical non-loosening, installs the mark for installing floorboard after keel successively
Quasi- plate；
Formwork reinforcement described in 1.6, carries out the reinforcing of the wall column formwork after the completion of integral mold plate is assembled；
The actual measurement actual quantities correction of 1.7 templates；
1.7.1 wall column surveys the correction of actual quantities：
After the completion of wall column formwork is reinforced, the relative position in wall column both sides installs bearing diagonal, and bearing diagonal one end is fixed on back cord,
The other end is fixed on flooring with setscrew, the perpendicularity with steel tape inspection wall column and journal offset with line pendant, and according to
Wall column control line is corrected, and wall column perpendicularity deviation should be controlled in the range of 5mm；
1.7.2 top plate surveys the correction of actual quantities：
According to floor absolute altitude, beam bottom levelness is first checked with infrared ray, regulation Adjustable bracing bar is to beam bottom level, then uses infrared ray
The horizontal extreme difference of top plate is checked, each support bar of top plate is adjusted, the same horizontal extreme difference control of span inside ceiling panel is in 5mm scopes
It is interior；
1.8 reinforce ending and check and accept；
1.8.1 treat that beam reinforced steel bar colligation is finished, drop plate and reversed beam, caisson are installed, accurate, fastening is wanted in the position of caisson placing；
Step 2 form removable
2.1 remove wall column formwork
Wall column side form is removed when concrete strength reaches 1.2Mpa, bearing diagonal is first removed, then remove the pin pin of aluminum dipping form connection
Piece；
2.2 remove backform
According to the early removing system of aluminum dipping form, intensity reaches the dismountable top in 50% rear of design strength after the completion of concreting
Mould, backform is removed since the position that beam, plate support bar are connected, removes the coupled connection of beam, plate support bar pin selling sheet
Part, followed by removes the pin selling sheet of beam adjacent thereto, plate, should first tear side template, beam bottom mother plate during form removal open in order,
Then the keel of floorboard are removed, then remove the template of standard；
2.3 remove support bar
The dismounting of support bar should meet《Concrete structure engineering job specfication》The coagulation that GB50666-2011 is removed on bed die
Native intensity requirement.
2. construction method according to claim 1, it is characterised in that in step 1.6, is carried on the back by being installed on through-wall bolt
It is stupefied that the wall column formwork is reinforced.
3. construction method according to claim 1, it is characterised in that in step 2.1, concreting is removed after 12 hours
The wall column side form.
4. construction method according to claim 1, it is characterised in that in step 2.2, after 48 hours of concreting
Remove the backform.
5. construction method according to claim 1, it is characterised in that in step 2.3, concreting is torn open after 240 hours
Except plate bottom support, the beam bottom support is removed behind 336 hours days, the cantilever bottom support is removed after 672 hours.
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| CN112942809A (en) * | 2021-01-29 | 2021-06-11 | 广东亿德兴工程建设有限公司 | Combined template assembling method capable of realizing mechanical construction |
| CN112942808A (en) * | 2021-01-29 | 2021-06-11 | 广东亿德兴工程建设有限公司 | Combined template construction method combining mechanized construction |
| CN113266092A (en) * | 2021-06-25 | 2021-08-17 | 深圳市建工集团股份有限公司 | Ultrahigh-floor wall body pouring method |
| CN113863655A (en) * | 2021-09-01 | 2021-12-31 | 中兆建工集团有限公司 | Construction method of aluminum alloy formwork system |
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| CN110499915A (en) * | 2018-05-18 | 2019-11-26 | 东宏建设股份有限公司 | A kind of aluminum alloy pattern plate construction |
| CN108755296A (en) * | 2018-08-20 | 2018-11-06 | 中铁二十局集团第五工程有限公司 | A kind of tool and its construction method for concrete slope construction |
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| CN112160617A (en) * | 2020-09-21 | 2021-01-01 | 安徽墨砂工程修缮技术有限公司 | Method for repairing outer wall thermal insulation falling |
| CN112227521A (en) * | 2020-10-21 | 2021-01-15 | 北京住总第六开发建设有限公司 | Construction method of one-step formed assembly type project |
| CN112942809A (en) * | 2021-01-29 | 2021-06-11 | 广东亿德兴工程建设有限公司 | Combined template assembling method capable of realizing mechanical construction |
| CN112942808A (en) * | 2021-01-29 | 2021-06-11 | 广东亿德兴工程建设有限公司 | Combined template construction method combining mechanized construction |
| CN113266092A (en) * | 2021-06-25 | 2021-08-17 | 深圳市建工集团股份有限公司 | Ultrahigh-floor wall body pouring method |
| CN113863655A (en) * | 2021-09-01 | 2021-12-31 | 中兆建工集团有限公司 | Construction method of aluminum alloy formwork system |
| CN114382199A (en) * | 2022-01-19 | 2022-04-22 | 中国华西企业有限公司 | Aluminum construction technology for bottom corner of aluminum alloy template |
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