CN108590162A - It is molded complete slab column（Wall）PC exempts from form removal shell and its production method and site construction technology - Google Patents
It is molded complete slab column（Wall）PC exempts from form removal shell and its production method and site construction technology Download PDFInfo
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- CN108590162A CN108590162A CN201810442818.7A CN201810442818A CN108590162A CN 108590162 A CN108590162 A CN 108590162A CN 201810442818 A CN201810442818 A CN 201810442818A CN 108590162 A CN108590162 A CN 108590162A
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- wall
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- removal shell
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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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
-
- 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
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The invention discloses a kind of complete slab columns of molding（Wall）PC exempts from form removal shell and its production method and site construction technology, is molded complete slab column（Wall）PC exempts from the frame structure that form removal shell is various different shape sizes, is equipped with the strengthening stud built-in fitting for being spaced apart 50cm × 50cm spacing in frame, and the frame and bolt embedded part are used as keel for pouring mixed mud by reinforced mesh and exempt from form removal shell as PC.The present invention is molded complete slab column（Wall）PC exempts from form removal shell and its production method and site construction technology, can effectively solve the problem that highly energy-consuming in real estate construction, high pollution, poor efficiency mind pain, allow complicated cumbersome existing mode supporting steel rod mixed mud construction technology to become history；Rise the quick-fried mould of mould caused by shaking force when bolt embedded part of the present invention can be used to resist casting concrete, while being also effectively controlled the precision of each position axis of flood flooring, ensure that the quality and quality of real estate construction.
Description
Technical field
The invention belongs to technical field of building construction, are related to room and build the cast-in-place formwork construction technique of agent structure reinforced concrete,
More particularly to the complete slab column of molding（Wall）PC exempts from form removal shell and its production method and site construction technology.
Background technology
Subject construction construction is built in room at present, mainly shows Zhi Mumo pouring construction process using mixed mud, this technique is in main body
60% quantities of entire project and duration duration, beam, plate, the column of main body are occupied in structure construction（Wall）Existing formwork occupies again
The workload and construction duration of main body construction 60%.Although existing formwork construction technique and technology maturation, quantities big construction time
It is long, need a variety of auxiliary materials, such as glued mould, steel pipe, high intensity to pull rod, to pull-rod nut nut, iron nail, iron wire；It is existing
Field working procedure is cumbersome, wooden model template assembly quality difficulty control, slab column after mixed mud is cast-in-place（Wall）Surface smoothness and verticality
It is not up to standard, formwork edge joint gap is excessive, mixed mud spillage is more, after form removal live in disorder, building waste and airborne dust etc. these all
It is the pain spot of the mind of construction operator.
The application is also the Patent No. 201710472491.3 applied in applicant, and entitled molding is complete novel
Wall（Column）Further improved invention on the basis of the application for a patent for invention of mould and its production method and site construction technology.
Invention content
It is an object of the invention to solve traditional wooden model, punching block, aluminum dipping form etc. show high energy consumption in formwork support process construction technology,
High pollution, inefficient technical problem provide a kind of complete slab column of molding（Wall）PC exempts from form removal shell and its production method and shows
Field construction technology, to solve shortcoming in the prior art.
The technical solution adopted by the present invention is：
The present invention is molded complete slab column（Wall）PC exempts from form removal shell, and the PC exempts from the frame that form removal shell is various different shape sizes
Structure, frame is interior to be equipped with the strengthening stud built-in fitting for being spaced apart 50cm × 50cm spacing, and the frame and bolt embedded part are logical
It crosses reinforced mesh and exempts from form removal shell as keel for pouring mixed mud as PC.
It is with the flat shape of Architectural Structure Design figure that PC, which exempts from the shape of form removal shell frame and size,（Profile）It is with size
According to one-to-one fractionation is carried out, then carry out it is secondary it is scientific design, can go out building structure institute in prefabricated Workshop Production
Need all slab columns（Wall）Formwork.PC formwork cross sectional shapes needed for the beam of any size are " recessed " type；Any size plate face
Required PC formworks are superimposed sheet plane；Any size column（Wall）Required PC formworks include " one " type column, T-shape column, " L " type
Column, " Z " type column, " F " type column, " recessed " type column, " mouth " type column etc. flat shape, pre-fabricated factory is according to secondary scientific design
Drawing carries out Prefabrication, and then Product transport is assembled to construction site.
Frame PC formwork thickness be 30mm to 70mm reinforced concrete forming panels, framework template width and high topology degree can
With endless, the rectangular surfaces of reinforced concrete form height and width are provided with the bolt embedded part of 50cm × 50cm spacing, at
The complete slab column of type（Wall）PC exempt from form removal shell pre-fabricated factory production, transport, lifting, construction site installation etc. bolt embedded parts all
It can play the role of relevance.
There is bolt embedded part inside frame PC formworks, is molded complete slab column（Wall）PC exempts from form removal shell and is produced in pre-fabricated factory
It after going out qualified products, is installed on above bolt embedded part with eyenut, the lifting of vertical transport can be carried out, two pieces or more
Block PC exempts from form removal shell bolt embedded part nut and is assembled into different form with bolt-connection, to meet any special-shaped structure of any building
Part profile.Slab column at the construction field (site)（Wall）Adjacent node is also with bolt-connection with bolt embedded part nut per floor face
All formworks connect into an entirety, to resist the quick-fried mould of mould that rises caused by shaking force when casting concrete, while also having
The precision for controlling each position axis of flood flooring of effect, ensure that the quality and quality of real estate construction.
The present invention is molded complete slab column（Wall）PC exempts from the production method of form removal shell, including following technical process：
1）According to the flat shape of Architectural Structure Design figure（Profile）And size, it carries out the scientific design of one-to-one fractionation and goes out again
Figure produces the complete slab column of molding in prefabricated workshop by figure（Wall）PC exempts from form removal shell；
2）Keel are done with spiral, the reinforced mesh for being bundled into 200mm × 200mm is put in mold, slab column（Wall）PC exempts to tear open
Formwork and field cast-in-place construction contact surface and contact jaw, can reserve the anchor bar of 20cm long, this reinforcing bar can be rolled at the construction field (site)
Bent anchor is fixed in slab column（Wall）In cast-in-place mixed mud；
3）The strengthening stud built-in fitting of 50cm × 50cm spacing is placed in mold, the water power built-in fitting on construction figure is simultaneously
Placement is embedded in mold in advance；
4）Mold is poured into high intensity mixed mud to pour, and removes mold after to be solidified, that is, the PC for forming different shape size exempts to tear open
Formwork, formwork carry out wharf's pavement quality with the cast-in-place contact surface built in construction site；
5）The product poured is pushed to and puts steam-curing chamber（Constant temperature and humidity）Maintenance maintenance reaches strong needed for building standard
Degree；
6）The product of different shape size is carried out coding number, dimensioning puts on the quality certification.
The present invention is molded complete slab column（Wall）The in-site installation construction technology of mould, including following construction procedure：
1）The qualified products of factory are transported the stacking place to construction site；
2）Two pieces or polylith column（Wall）PC formworks bolt couples with the nut in bolt embedded part is assembled into architecture structure drawing institute
The shape and size of mark；
3）By agent structure wall（Column）Body has bound reinforcing bar by concrete reinforcement worker；
4）Assembled wall (column) PC is exempted from the specific location that form removal shell is hung by tower crane site operation flooring, different shape ruler
It is very little will be according to the one-to-one placement of structure chart；
5）Exempt from the horizontal and vertical degree of form removal shell using level meter tune PC, it is fixed it is errorless after wall (column) PC exempted from form removal shell with special
Oblique branch pull rod be fixed on flooring, according to this cycle complete flood flooring wall（Column）Formwork construction；
5）Exempted to complete the PC at the positions such as the heavy pond of beam, plate, balcony, the window that floats, air-conditioning plate, lavatory with the above same construction method
Form removal shell is installed；
6）Last property again pours the mixed mud of flood flooring
It is reinforced concrete formwork that PC of the present invention, which exempts from form removal shell product, reinforced concrete intensity is big, it is indeformable, the mould that do not rise, do not leak
It starches and is to exempt from form removal shell system, be effectively guaranteed the quality and quality of real estate construction, also effectively produce energy-saving ring
It protects, assembled architecture field.
The present invention compared with the existing technology, has the advantages that：
The present invention is molded complete slab column（Wall）Exempt to tear open PC formworks by using reinforced concrete frame structure PC moulds, instead of existing
Some wooden models, aluminum dipping form, punching block, new material mould etc., from quality, product quality, construction efficiency, energy conservation and environmental protection, general applicability,
Business efficiency, security reliability etc. have prodigious advantage；PC exempts from form removal shell middle frame height and the rectangular surfaces of width are set
Set the bolt embedded part of 50cm × 50cm spacing, the bolt embedded parts such as pre-fabricated factory production, transport, lifting, construction site installation
It will play the role of relevance, be molded complete slab column（Wall）PC exempts from form removal shell after pre-fabricated factory produces qualified products,
It is installed on above bolt embedded part with eyenut, the lifting of vertical transport can be carried out, two pieces or polylith PC formwork spiral shells
Bolt couples with the nut in bolt embedded part is assembled into different form, to meet any abnormity component profile of any building, is applying
Work scene slab column（Wall）Adjacent node is also to be coupled with the nut in bolt embedded part all of every floor face with bolt
Formwork connects into an entirety, to resist the quick-fried mould of mould that rises caused by shaking force when casting concrete, while also effective control
The precision for having made each position axis of flood flooring ensure that the quality and quality of real estate construction.
The present invention can produce in batches in the case where pre-fabricated factory effectively controls quality, and in construction technology, structure chart is led to
Secondary fractionation scientific design is crossed, complicated cumbersome existing formwork support process is become to simplify, is standardized, scale, unit in charge of construction makes
With exempting to tear open PC formwork techniques, the house built is not necessarily to secondary decoration construction.
The present invention is molded complete slab column（Wall）PC exempts from form removal shell and its production method and site construction technology, can be effective
The mind pain of highly energy-consuming, high pollution, poor efficiency in solution real estate construction, allows complicated cumbersome existing mode supporting steel rod to mix mud
Native construction technology becomes history.
The present invention is also the ultimate construction technology of reinforced concrete cast-in-place construction technique《Exempt to tear putamina+cast-in-place=assembled open
Building》.The technology of the present invention PC exempts from form removal shell and can also be used for construction inside foundation construction field, such as gutter, and comprehensive duct is comprehensive
Close piping lane etc..
Description of the drawings
Fig. 1 is " L " type column of the invention（Wall）Formwork molding structure schematic diagram；
Fig. 2 is " L " type column of the invention（Wall）The structural schematic diagram of bolt reservation member and bolt-connection in formwork；
Fig. 3 is the partial enlarged view of Fig. 2；
Fig. 4 is the positive structure schematic of the present invention；
Fig. 5 is the structure schematic diagram of the present invention；
Fig. 6 is the cast-in-place cross section structure schematic diagram of column of the present invention；
Fig. 7 is the cross section structure schematic diagram of column of the present invention cast-in-place bolt reservation member and bolt-connection；
Fig. 8 is template die shell of the present invention and beam or column（Wall）Installation full-page proof structural schematic diagram.
In figure, 1. frames, 2. bolt embedded parts, 3. reinforced mesh, 4. anchor bars,
5. preformed hole, 6. bolts；
A. plate PC exempts from form removal shell, B. beams PC exempts from form removal shell, C. columns（Wall）PC exempts from form removal shell;
A1. the cast-in-place region of plate, the cast-in-place region of B1. beams, C1. columns（Wall）Cast-in-place region.
Specific implementation mode
The following describes the present invention in detail with reference to the accompanying drawings and specific embodiments.
The present invention is with " L " type column（Wall）It illustrates.
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6, the present invention is molded serial column（Wall）PC exempts from form removal shell, which exempts from
Form removal shell is 1 structure of " L " type frame, is the cast-in-place region of mixed mud among frame 1, be equipped in frame 1 be spaced apart 50cm ×
The strengthening stud built-in fitting 2 of 50cm spacing, frame 1 and bolt embedded part 2 by reinforced mesh 3 be used as keel for pouring mixed mud at
Exempting from form removal shell for PC, PC exempts from form removal shell and field cast-in-place construction contact surface and contact jaw, is reserved with the anchor bar 4 of 20cm long,
This reinforcing bar at the construction field (site) can bending be anchored in slab column（Wall）In cast-in-place mixed mud.PC exempt from form removal shell thickness be 30mm extremely
The rectangular surfaces in height and width, bolt can be arranged in 70mm, the width of frame 1 and high topology degree with endless, bolt embedded part 2
Built-in fitting 2 uses tube-in-tube structure, bolt 6 to exempt from form removal shell back side preformed hole 5 from PC and pierce into and the nut thread in bolt embedded part 2
Connection, exempts from form removal shell two pieces or polylith PC and is assembled into different form, to meet any abnormity component profile of any building, applying
Work scene, slab column（Wall）Adjacent node also uses all moulds of the nut in bolt embedded part with bolt-connection every floor face
Shell connects into an entirety, to resist the quick-fried mould of mould that rises caused by shaking force when casting concrete, while also effective control
The precision of each position axis of flood flooring, ensure that the quality and quality of real estate construction, bolt embedded part is in prefabricated work
Relevance is all played the role of in factory's production, transport, lifting, construction site installation etc..
Fig. 6 is the cast-in-place cross section structure schematic diagram of column of the present invention, and both sides are that the PC of column exempts from form removal shell, and centre is structural column
Cast-in-place region, upper end are the cast-in-place regions of plate, and 4 bending of anchor bar is anchored in the mixed mud of Bars In Poured Concrete Slab.
Fig. 7 is the cross section structure schematic diagram of column of the present invention cast-in-place bolt reservation member and bolt-connection, and both sides are the PC of column
Exempt from form removal shell, 2 first line of a couplet of bolt embedded part is connected to the bolt 6 pierced into from preformed hole 5, and centre is the cast-in-place region of structural column, upper end
It is the cast-in-place region of plate, 4 bending of anchor bar is anchored in Bars In Poured Concrete Slab mixed mud.
Fig. 8 is template die shell of the present invention and beam or column（Wall）Installation full-page proof structural schematic diagram, be the cast-in-place area of plate above in figure
The lower end domain A1, plate cast-in-place region A1 be plate PC exempt from form removal shell A, below both sides be beam or column（Wall）PC exempts from form removal shell B, C, and centre is
Beam or column（Wall）Cast-in-place region B1, C1, the cast-in-place region A1 of flood floorboard and beam or column（Wall）Cast-in-place region B1, C1 are disposably poured
Note.
It is with the flat shape of Architectural Structure Design figure that this PC, which exempts from the shape of form removal shell frame and size,（Profile）And size
For according to one-to-one fractionation is carried out, then carry out it is secondary it is scientific design, can go out building structure in prefabricated Workshop Production
Required all slab columns（Wall）Formwork.PC formwork cross sectional shapes needed for the beam of any size are " recessed " type；Any size plate
PC formworks needed for face are superimposed sheet plane；Any size column（Wall）Required PC formworks include " one " type column, T-shape column, " L "
Type column, " Z " type column, " F " type column, " recessed " type column, " mouth " type column etc. flat shape, pre-fabricated factory is according to secondary scientific design
Drawing carry out Prefabrication, then Product transport is assembled to construction site.
The present invention is molded complete slab column（Wall）PC exempts from the production method of form removal shell, including following technical process：
1）According to the flat shape of Architectural Structure Design figure（Profile）And size, it carries out the scientific design of one-to-one fractionation and goes out again
Figure produces the complete slab column of molding in prefabricated workshop by figure（Wall）PC exempts from form removal shell；
2）Keel are done with spiral, the reinforced mesh for being bundled into 200mm × 200mm is put in mold, slab column（Wall）PC exempts to tear open
Formwork and field cast-in-place construction contact surface and contact jaw, can reserve the anchor bar of 20cm long, this reinforcing bar can be rolled at the construction field (site)
Bent anchor is fixed in slab column（Wall）In cast-in-place mixed mud；
3）The strengthening stud built-in fitting of 50cm × 50cm spacing is placed in mold, the water power built-in fitting on construction figure is simultaneously
Placement is embedded in mold in advance；
4）Mold is poured into high intensity mixed mud to pour, and removes mold after to be solidified, that is, the PC for forming different shape size exempts to tear open
Formwork, formwork carry out wharf's pavement quality with the cast-in-place contact surface built in construction site；
5）The product poured is pushed to and puts steam-curing chamber（Constant temperature and humidity）Maintenance maintenance reaches strong needed for building standard
Degree；
6）The product of different shape size is carried out coding number, dimensioning puts on the quality certification.
The present invention is molded complete slab column（Wall）The in-site installation construction technology of mould, including following construction procedure：
1）The qualified products of factory are transported the stacking place to construction site；
2）Two pieces or polylith column（Wall）PC formworks bolt couples with the nut in bolt embedded part is assembled into architecture structure drawing institute
The shape and size of mark；
3）By agent structure wall（Column）Body has bound reinforcing bar by concrete reinforcement worker；
4）Assembled wall (column) PC is exempted from the specific location that form removal shell is hung by tower crane site operation flooring, different shape ruler
It is very little will be according to the one-to-one placement of structure chart；
5）Exempt from the horizontal and vertical degree of form removal shell using level meter tune PC, it is fixed it is errorless after wall (column) PC exempted from form removal shell with special
Oblique branch pull rod be fixed on flooring, according to this cycle complete flood flooring wall（Column）Formwork construction；
5）Exempted to complete the PC at the positions such as the heavy pond of beam, plate, balcony, the window that floats, air-conditioning plate, lavatory with the above same construction method
Form removal shell is installed；
6）Last property again pours the mixed mud of flood flooring
It is reinforced concrete formwork that PC of the present invention, which exempts from form removal shell product, reinforced concrete intensity is big, it is indeformable, the mould that do not rise, do not leak
It starches and is to exempt from form removal shell system, be effectively guaranteed the quality and quality of real estate construction, also effectively produce energy-saving ring
It protects, assembled architecture field.
The above embodiment is specific embodiments of the present invention, is not intended to limit implementation and the right model of the present invention
It encloses, the equivalence changes and modification that all contents according to described in patent application scope of patent protection are made should all be included in the present invention
In claim.
Claims (9)
1. the complete slab column of molding（Wall）PC exempts from form removal shell, which is characterized in that it is various different shape rulers that the PC, which exempts from form removal shell,
Very little frame structure, frame is interior to be equipped with the strengthening stud built-in fitting for being spaced apart 50cm × 50cm spacing, the frame and bolt
Built-in fitting is used as keel for pouring mixed mud by reinforced mesh and exempts from form removal shell as PC.
2. the complete slab column of molding according to claim 1（Wall）Exempt to tear PC formworks open, which is characterized in that the PC of the beam exempts from
The cross sectional shape of form removal shell is " recessed " type.
3. the complete slab column of molding according to claim 1（Wall）Exempt to tear PC formworks open, which is characterized in that the PC of the plate exempts from
Form removal shell is superimposed sheet plane.
4. the complete slab column of molding according to claim 1（Wall）Exempt to tear PC formworks open, which is characterized in that the column（Wall）'s
PC exempts from form removal shell and is divided into " one " type column, T-shape column, " L " type column, " Z " type column, " F " type column, " recessed " type column, " mouth " type column.
5. the complete slab column of molding according to claim 1（Wall）PC exempts from form removal shell, which is characterized in that the PC exempts from form removal
The thickness of shell middle frame is 30mm to 70mm, and the rectangular surfaces of height and width are provided with the bolt embedment of 50cm × 50cm spacing
Part.
6. the complete slab column of molding according to claim 1（Wall）Exempt to tear PC formworks open, which is characterized in that the PC exempts from form removal
The nut in bolt embedded part inside shell frame exempts from form removal shell two pieces or polylith PC with bolt-connection and is assembled into different form, with
Meet any abnormity component profile of any building.
7. the complete slab column of molding according to claim 1（Wall）Exempt to tear PC formworks open, which is characterized in that at the construction field (site),
Slab column（Wall）The formwork in every floor face is connected into one by adjacent node by the nut in bolt embedded part with bolt-connection
A entirety.
8. the complete slab column of molding（Wall）PC exempts from the production method of form removal shell, which is characterized in that including following technical process：
1）According to the flat shape of Architectural Structure Design figure（Profile）And size, one-to-one fractionation is carried out, then scientific design
Figure；
2）Keel are done with spiral, the reinforced mesh for being bundled into 200mm × 200mm is put in mold, slab column（Wall）PC exempts to tear open
Formwork and field cast-in-place construction contact surface and contact jaw, reserve the anchor bar of 20cm long, this reinforcing bar at the construction field (site) can bending
It is anchored in slab column（Wall）In cast-in-place mixed mud；
3）The strengthening stud built-in fitting of 50cm × 50cm spacing is placed in mold, the water power built-in fitting on construction figure is simultaneously
Placement is embedded in mold in advance；
4）It pours into mold with high intensity mixed mud to pour, removes mold after to be solidified, that is, the PC for forming different shape size exempts to tear open
Formwork, formwork carry out wharf's pavement quality with the cast-in-place contact surface built in construction site；
5）Formwork product is pushed to steam-curing chamber（Constant temperature and humidity）Maintenance maintenance reaches intensity needed for building standard；
6）The product of different shape size is carried out coding number, dimensioning puts on the quality certification.
9. the complete slab column of molding（Wall）PC exempts from the site construction technology of form removal shell, it is characterised in that：Including following construction procedure：
1）The qualified products of factory are transported the stacking place to construction site；
2）Two pieces or polylith column（Wall）PC exempts from form removal shell bolt and with the nut in bolt embedded part couples to be assembled into building structure
The marked shape and size of figure；
3）By agent structure wall（Column）Body has bound reinforcing bar by concrete reinforcement worker；
4）Assembled wall (column) PC is exempted from the specific location that form removal shell is hung by tower crane site operation flooring, different shape ruler
It is very little will be according to the one-to-one placement of structure chart；
5）The horizontal and vertical degree for exempting from form removal shell using level meter tune PC, determine it is errorless after wall (column) PC exempt from form removal shell with specially
Oblique branch pull rod is fixed on flooring, and cycle completes flood flooring wall according to this（Column）Formwork construction；
5）Exempt to tear open to complete the PC at the heavy pond position of beam, plate, balcony, the window that floats, air-conditioning plate, lavatory with the above same construction method
Formwork is installed；
6）Last property again pours the mixed mud of flood flooring.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810442818.7A CN108590162A (en) | 2018-05-10 | 2018-05-10 | It is molded complete slab column（Wall）PC exempts from form removal shell and its production method and site construction technology |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810442818.7A CN108590162A (en) | 2018-05-10 | 2018-05-10 | It is molded complete slab column（Wall）PC exempts from form removal shell and its production method and site construction technology |
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| CN108590162A true CN108590162A (en) | 2018-09-28 |
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Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1215116A (en) * | 1997-10-17 | 1999-04-28 | 北京亿利达轻体房屋有限公司 | New technology for form-stripping free cast-in-situ thermal-insulated load-bearing wall |
| CN202596184U (en) * | 2012-06-05 | 2012-12-12 | 宝钢建筑系统集成有限公司 | Lifting node for assembly type large wallboard |
| CN202882114U (en) * | 2012-06-18 | 2013-04-17 | 徐盛莉 | Cast-in-place concrete prearranged pull connection piece |
| CN104674985A (en) * | 2015-01-19 | 2015-06-03 | 北京振利节能环保科技股份有限公司 | Non-dismantling die cast-in-place lightweight thermal insulation wall formboard, thermal insulation wall and construction method thereof |
| KR101622549B1 (en) * | 2015-10-28 | 2016-05-19 | (주)구방엔지니어링건축사사무소 | One-body type concrete form panel |
| CN205990762U (en) * | 2016-07-29 | 2017-03-01 | 华南理工大学 | A kind of cylinder ultra-high performance concrete permanent template |
| CN107268980A (en) * | 2017-06-17 | 2017-10-20 | 文金龙 | It is molded complete Novel wall（Post）Mould and its production method and site construction technology |
| CN107327137A (en) * | 2017-09-02 | 2017-11-07 | 青岛科瑞新型环保材料集团有限公司 | A kind of heat insulation integrated non-dismantling formworks of STP and its construction technology |
| CN206815648U (en) * | 2017-06-15 | 2017-12-29 | 绍兴明煌建材科技有限公司 | A kind of precast member for reinforcing bar concrete for being used to build |
| CN107587649A (en) * | 2017-10-31 | 2018-01-16 | 江苏金贸科技发展有限公司 | A kind of prefabricated panel for playing cut-off |
| CN107587654A (en) * | 2017-09-27 | 2018-01-16 | 河北旭灿科技有限公司 | A kind of assembled heat insulation wall and preparation method thereof |
| CN207177074U (en) * | 2017-07-09 | 2018-04-03 | 河北旭灿科技有限公司 | A kind of new connection heat-preserving wall |
| FR3057286A1 (en) * | 2016-10-11 | 2018-04-13 | Christian Duraz | FABRICS FOR SEVERAL USES FOR INCREASING WALL WIDTHS. |
-
2018
- 2018-05-10 CN CN201810442818.7A patent/CN108590162A/en active Pending
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1215116A (en) * | 1997-10-17 | 1999-04-28 | 北京亿利达轻体房屋有限公司 | New technology for form-stripping free cast-in-situ thermal-insulated load-bearing wall |
| CN202596184U (en) * | 2012-06-05 | 2012-12-12 | 宝钢建筑系统集成有限公司 | Lifting node for assembly type large wallboard |
| CN202882114U (en) * | 2012-06-18 | 2013-04-17 | 徐盛莉 | Cast-in-place concrete prearranged pull connection piece |
| CN104674985A (en) * | 2015-01-19 | 2015-06-03 | 北京振利节能环保科技股份有限公司 | Non-dismantling die cast-in-place lightweight thermal insulation wall formboard, thermal insulation wall and construction method thereof |
| KR101622549B1 (en) * | 2015-10-28 | 2016-05-19 | (주)구방엔지니어링건축사사무소 | One-body type concrete form panel |
| CN205990762U (en) * | 2016-07-29 | 2017-03-01 | 华南理工大学 | A kind of cylinder ultra-high performance concrete permanent template |
| FR3057286A1 (en) * | 2016-10-11 | 2018-04-13 | Christian Duraz | FABRICS FOR SEVERAL USES FOR INCREASING WALL WIDTHS. |
| CN206815648U (en) * | 2017-06-15 | 2017-12-29 | 绍兴明煌建材科技有限公司 | A kind of precast member for reinforcing bar concrete for being used to build |
| CN107268980A (en) * | 2017-06-17 | 2017-10-20 | 文金龙 | It is molded complete Novel wall（Post）Mould and its production method and site construction technology |
| CN207177074U (en) * | 2017-07-09 | 2018-04-03 | 河北旭灿科技有限公司 | A kind of new connection heat-preserving wall |
| CN107327137A (en) * | 2017-09-02 | 2017-11-07 | 青岛科瑞新型环保材料集团有限公司 | A kind of heat insulation integrated non-dismantling formworks of STP and its construction technology |
| CN107587654A (en) * | 2017-09-27 | 2018-01-16 | 河北旭灿科技有限公司 | A kind of assembled heat insulation wall and preparation method thereof |
| CN107587649A (en) * | 2017-10-31 | 2018-01-16 | 江苏金贸科技发展有限公司 | A kind of prefabricated panel for playing cut-off |
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Address after: No. 14, Group 3, Dongshengcun, Shiqiao Town, Dazhou City, Sichuan Province Applicant after: Wen Jinlong Address before: 646125 No. 14, Group 3, Dongshengcun, Shiqiao Town, Daxian County, Mianyang City, Sichuan Province Applicant before: Wen Jinlong |
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