CN106639099A - Control method for flatness of surface of formwork bracing system of plant fiber type heat-preservation non-dismantling formwork - Google Patents
Control method for flatness of surface of formwork bracing system of plant fiber type heat-preservation non-dismantling formwork Download PDFInfo
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- CN106639099A CN106639099A CN201610992821.7A CN201610992821A CN106639099A CN 106639099 A CN106639099 A CN 106639099A CN 201610992821 A CN201610992821 A CN 201610992821A CN 106639099 A CN106639099 A CN 106639099A
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- formwork
- heat preservation
- preservation dismounting
- free formwork
- internal thread
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a control method for the flatness of the surface of a formwork bracing system of a plant fiber type heat-preservation non-dismantling formwork. The control method comprises the following steps that the side face of the plant fiber type heat-preservation non-dismantling formwork (called the formwork for short, the same below) is subjected to hydrophobic treatment, and the flatness of the surface of a building outer shear wall formwork and the flatness of joint seams of the corners of a floor slab formwork are controlled; the side face of the formwork is coated with hydrophobic adhesive cement to lower the water absorption of the formwork; flatness of the surface of the outer shear wall formwork is controlled by an anchored formwork clamp, and the flatness of the joint seams of the corners of the floor slab formwork is controlled by a cross-shaped holding piece; the anchored formwork clamp comprises a piece of rectangular square steel, angle steel wing plates, embedded type internal thread heads and anchor bolts matched with the embedded type internal thread heads, the rectangular square steel serves as a reinforcing keel and is laid on the longitudinal joint seam of the heat-preservation non-dismantling formwork, the reinforcing keel and the heat-preservation non-dismantling formwork are locked into a whole through the anchor bolts; and the cross-shaped holding piece comprises a base plate and a cross-shaped anchor end, the cross-shaped anchor end is perpendicular to the base plate, the base plate is supported on a wood brace of the formwork bracing system, and the cross-shaped anchor end and a floor slab concrete structure are anchored into a whole.
Description
Technical field
The present invention relates to a kind of Construction Quality Control Method of plant-fibre type heat preservation dismounting-free formwork, and in particular to a plant
Fibres type heat preservation dismounting-free formwork formwork system surface smoothness control method.
Background technology.
Plant-fibre type heat preservation dismounting-free formwork is gradually pushed away as a kind of heat insulating material in building heat preservation engineering
Wide application, but at present China has not yet been formed related application code and Standardization Quality control measure, easily goes out in actual use
Existing quality security problem.At this stage, heat preservation dismounting-free formwork construction is carried out referring especially to plank sheathing mold method, loose inside it
Loose structure form causes material water imbibition stronger, easily occurs in construction because template water suction causes the strength of materials significantly to drop
The difficult problems such as the wet deformation of rising of low, template, surface smoothness difference.
Heat preservation dismounting-free formwork has a good heat-insulating property, heat preservation energy-saving again with agent structure integrated construction, in building
Extensively application is gradually obtained in outer shear wall heat preservation construction.But only referring to the reinforcing mode of traditional plank sheathing, it is incubated in construction
Non-dismantling formwork easily produces the mass defects such as loosening, faulting of slab ends, causes heat preservation dismounting-free formwork surface smoothness after shaping poor, after giving
Continuous construction brings inconvenience.
At present, floor heat preservation construction support system still adopts traditional plank sheathing supporting way, because insulation exempts to tear open in construction
The relatively conventional plank sheathing of template size is little, and installation rear pattern plate piece is more, and the weak part stability such as corner edge joint position is poor, causes
Die plate corners easily produce loosening, faulting of slab ends or local subsidence during construction, heat preservation dismounting-free formwork corner edge joint position flatness after shaping
Difference.
The content of the invention
It is an object of the invention to provide surface smoothness after a kind of control outer shear wall heat preservation dismounting-free formwork construction molding
Method and used tool, reduce heat preservation dismounting-free formwork water absorption rate prevent the wet deformation of rising of template method and control floor insulation
The method and used tool of non-dismantling formwork corner edge joint position flatness carrys out Optimizing construction quality.
This plant-fibre type heat preservation dismounting-free formwork formwork system surface smoothness control method that the present invention is provided, including
The side hydrophobic of heat preservation dismounting-free formwork is processed, the control of building outer shear wall heat preservation dismounting-free formwork surface smoothness and floor are incubated
The control of non-dismantling formwork corner edge joint position flatness；It is by exempting to tear open in insulation that the side of heat preservation dismounting-free formwork carry out hydrophobic to process
The side brushing hydrophobic rubber cement of template, to reduce the water absorption rate of heat preservation dismounting-free formwork；Built by the control of anchoring type form clamp
The surface smoothness of outer shear wall heat preservation dismounting-free formwork；Floor heat preservation dismounting-free formwork corner edge joint position is controlled by cross supporting piece
Flatness；Anchoring type form clamp includes latch assembly and reinforces keel, and latch assembly includes embedded internal thread head and its matches somebody with somebody
The anchor bolt of set, embedded internal thread head is flush-mounted in the corner of heat preservation dismounting-free formwork, reinforces keel and is layed in heat preservation dismounting-free formwork
Longitudinal edge joint position, keel and heat preservation dismounting-free formwork will be reinforced by anchor bolt lock and be integrated, to control to build outer shearing
The surface smoothness of wall heat preservation dismounting-free formwork；Cross supporting piece includes backing plate and the anchored end perpendicular to backing plate, and backing plate is supported in
On the wooden a tree, used in making timber for boats of formwork system, it is integrated with floorslab concrete structure anchor by cross anchored end, control floor insulation exempts to tear open
The flatness of die plate corners edge joint position.
The side hydrophobic of heat preservation dismounting-free formwork processes the twenty four hours before its assembly and carries out, in the side of heat preservation dismounting-free formwork
Face brushing hydrophobic rubber cement, hydrophobic rubber cement presses 1 using waterborne polyurethane resin with cement:1 mass ratio is formulated
The anchoring type form clamp includes rectangle square steel, angle steel wing plate, embedded internal thread head and its supporting anchor bolt；Two
Angle steel wing plate is symmetrically welded in longitudinal both sides of rectangle square steel, and the horizontal edge joint position of correspondence heat preservation dismounting-free formwork is equal on angle steel wing plate
It is provided with elongate holes along its length；Embedded internal thread head includes the billet with holdfast and vertical welding thereon
Internal thread sleeve, internal thread sleeve is located in the installing hole on heat preservation dismounting-free formwork and is locked by anchor bolt.
The application of anchoring type form clamp is comprised the following steps：
Corresponding installation is bored at elongate holes on each corner correspondence angle steel wing plate of every piece of outer shear wall heat preservation dismounting-free formwork
Hole；
The billet of embedded internal thread head is anchored in into the inner side of heat preservation dismounting-free formwork, the internal thread sleeve position of embedded internal thread head is made
In installing hole on heat preservation dismounting-free formwork；
Heat preservation dismounting-free formwork is assembled：The rectangle square steel of angle steel wing plate is welded with longitudinal edge joint position laying of heat preservation dismounting-free formwork, is made
Elongate holes on angle steel wing plate are corresponding with the internal thread sleeve portion of embedded internal thread head pre-buried on heat preservation dismounting-free formwork, every
Anchor bolt is screwed in individual internal thread sleeve, makes each heat preservation dismounting-free formwork for dissipating spelling be connected as firm entirety.
The cross supporting piece includes the backing plate and the cross anchored end perpendicular to backing plate of aluminium alloy.
The application of cross supporting piece is comprised the following steps：
After the completion of wooden a tree, used in making timber for boats laying on floor slab formerecting frame, first piece of heat preservation dismounting-free formwork is installed in floor corner, in the block insulation
Non-dismantling formwork is relative to installing cross supporting piece on the diagonal angle brace a tree, used in making timber for boats of floor corner, then installs follow-up insulation successively and exempt from form removal
Plate and cross supporting piece, it is ensured that die plate corners edge joint position is equipped with cross supporting piece.
The present invention carries out hydrophobic and processes to reduce material water absorption rate by the side to heat preservation dismounting-free formwork.It is special using brushing
The hydrophobic rubber cement of system, on the loose porous structural plane in heat preservation dismounting-free formwork side waterproof layer is formed, and is efficiently solved template and is existed
Cause the strength of materials to be greatly reduced greatly because of water absorption in construction, the wet deformation of rising of template, the difficult problem such as surface smoothness difference.
In the process of deployment of outer shear wall heat preservation dismounting-free formwork, in template longitudinal direction, edge joint position installs anchoring type form clamp,
The latch assembly formed by embedded internal thread head and its supporting anchor bolt will be welded with rectangle square steel and the guarantor of angle steel wing plate
Warm non-dismantling formwork locking is firm entirety, can be prevented effectively from loosening, faulting of slab ends, off normal that construction disturbance is produced to template etc. unfavorable
Affect, improve the resistance to overturning of template, it is ensured that the surface smoothness of heat preservation dismounting-free formwork after construction molding.
The corner of heat preservation dismounting-free formwork is usually weak part, is easier than template middle part to be subject in work progress
Disturbance causes the mass defects such as template surface faulting of slab ends, local out-of-flatness.On the basis of existing reinforcing mode, by protecting in floor
The corner edge joint position of warm non-dismantling formwork arranges a kind of cross supporting piece, and cross anchored end is with concrete floor anchoring during construction
Overall, its bottom aluminium alloy backing plate support shuttering corner prevents it from sinking, dislocation, and the spelling of heat preservation dismounting-free formwork corner can be effectively ensured
Flatness at seam.
Description of the drawings
Fig. 1 is the scheme of installation of anchoring type form clamp in the present invention.
Fig. 2 is the amplification assembling schematic diagram of embedded internal thread head and its supporting anchor bolt in Fig. 1.
Fig. 3 is the Plane Installation schematic diagram of cross supporting piece in the present invention.
Fig. 4 is the side scheme of installation of cross supporting piece.
Fig. 5 is the facade structures schematic diagram of cross supporting piece.
Specific embodiment
Use in this plant-fibre type heat preservation dismounting-free formwork formwork system surface smoothness control method disclosed by the invention
To two particular tools, one of them is for controlling its surface smoothness in the construction of outer shear wall thermal insulation non-dismantling formwork
Anchoring type form clamp, another is for ensureing die plate corners piece position flatness in the construction of floor heat preservation dismounting-free formwork
Cross supporting piece.
As shown in Figure 1 and Figure 2, anchoring type form clamp A includes rectangle square steel A1, angle steel wing plate A2, embedded internal thread head A3
And its supporting anchor bolt A4.Embedded internal thread head A3 includes the billet A31 with holdfast and internal thread sleeve A32.The angle steel wing
Plate A2 is symmetrically welded in rectangle square steel A1 both sides, and the reserved elongate holes of the horizontal edge joint position segmentation of heat preservation dismounting-free formwork are corresponded to thereon,
Internal thread sleeve A32 vertical weldings are on billet A31.Rectangle square steel A1 sizes（Wide * is high）Preferably 60mm × 80mm, angle steel wing plate
A2 sizes（Wide * is high）Preferably 40mm × 40mm.
As shown in Figures 3 to 5, cross supporting piece B be single piece, including aluminium alloy backing plate B1 and perpendicular to the ten of backing plate
Font anchored end B2, due to fluted between cross anchored end and backing plate, enables the floor that cross anchored end is poured with after to mix
The more stable anchoring of solidifying soil is integrated, and is steadily held the heat preservation dismounting-free formwork at floor by cross anchored end and backing plate.
The thickness of aluminium alloy backing plate is advisable in 1.5mm or so, and anchorage length of the cross anchored end in floorslab concrete is not preferably less than
25mm。
Heat preservation dismounting-free formwork C first carries out in a pre-installation hydrophobic process.Due to the reinforcement of heat preservation dismounting-free formwork top surface and bottom surface
Preferably, absorbent section is concentrated mainly on formwork sides to surface layer water proofing property, therefore only need to carry out hydrophobic to heat preservation dismounting-free formwork side
Process.Heat preservation dismounting-free formwork is assembled first 24 hours, and 1 is pressed by waterborne polyurethane resin and cement in formwork sides brushing:1 quality
Than the special hydrophobic rubber cement being formulated, the material that energy effectively solving heat preservation dismounting-free formwork is caused greatly in construction because of water absorption is strong
Degree is greatly reduced, the difficult problem that the wet deformation of rising of template, surface smoothness are poor.Hydrophobic processes constructing operation simplicity, both can guarantee that construction
Quality, moreover it is possible to obtain preferable economic benefit.
The installation of outer shear wall heat preservation dismounting-free formwork is comprised the following steps：
Corresponding installing hole is bored in elongate holes position on each corner correspondence angle steel wing plate A2 of heat preservation dismounting-free formwork C；
The internal thread sleeve A32 of embedded internal thread head A3 is flush-mounted in the installing hole on heat preservation dismounting-free formwork C, the steel with holdfast is made
Fix on the inside of backing plate A31 and heat preservation dismounting-free formwork C, then the heat preservation dismounting-free formwork of embedded internal thread head will be mounted with internal thread
Sleeve lays outwardly；
The rectangle square steel A1 of angle steel wing plate A2 will be welded with to lay at the longitudinal spliced seam of heat preservation dismounting-free formwork C, and make its both sides
Elongate holes on angle steel wing plate A2 are corresponding with embedded internal thread head position pre-buried on heat preservation dismounting-free formwork, anchor bolt A4 from
Lock with embedded internal thread head A3 through rear in elongate holes on angle steel wing plate A2.Embedded internal thread head A3 and anchor bolt A4
Latch assembly is formed, makes angle steel wing plate A2 pin adjacent heat preservation dismounting-free formwork, while installing remaining wooden a tree, used in making timber for boats time stupefied 1 and steel pipe again
Master stupefied 2 forms formwork system.Wherein, rectangle square steel A1 should be less than being equal to 200mm with the spacing of the wooden a tree, used in making timber for boats time stupefied 1 of both sides, remaining
Spacing between wooden a tree, used in making timber for boats time is stupefied should be less than or equal to 250mm, and the spacing between the steel pipe master of every group of cross-brace is stupefied should be controlled
Within 500mm, and locked by butterfly button 3.
When the outer shear wall heat preservation dismounting-free formwork of the present embodiment is laid, based on conventional template reinforcing mode, exempt to tear open in insulation
The vertical edge joint position of template arranges above-mentioned anchoring type form clamp, by embedded internal thread head and anchor bolt formed latch assembly and
Adjacent heat preservation dismounting-free formwork is connected as firm entirety by the rectangle square steel with angle steel wing plate, can be effectively prevented from construction disturbance
The adverse effects such as loosening, faulting of slab ends, the off normal produced to heat preservation dismounting-free formwork, improve the resistance to overturning of heat preservation dismounting-free formwork,
Also ensure that the surface smoothness of heat preservation dismounting-free formwork after construction molding.
The installation of floor heat preservation dismounting-free formwork is comprised the following steps：
After the completion of wooden a tree, used in making timber for boats D layings on floor slab formerecting frame, first piece of heat preservation dismounting-free formwork C is installed on the wood a tree, used in making timber for boats of floor corner, together
When in the block heat preservation dismounting-free formwork relative to installing cross supporting piece B on the diagonal angle brace a tree, used in making timber for boats of floor corner, then install successively
Follow-up heat preservation dismounting-free formwork and cross supporting piece, it is ensured that heat preservation dismounting-free formwork corner edge joint position is equipped with cross supporting piece.Cross
When type supporting piece B is installed, make cross anchored end B2 towards floorslab concrete side, aluminium alloy backing plate B1 is supported directly on template angle
On the wooden a tree, used in making timber for boats D of portion's edge joint position.To ensure to form effective anchorage effect, cross anchoring between cross supporting piece B and floorslab concrete
Valid bonding lengths of the end B2 in xoncrete structure is not preferably less than 25mm.
The present embodiment on the basis of existing reinforcing mode, by heat preservation dismounting-free formwork corner edge joint position arrange it is cross
Supporting piece, cross anchored end and concrete floor anchoring are overall during construction, and its bottom aluminium alloy backing plate support shuttering corner is prevented
Only sink, misplace, it is ensured that the flatness at heat preservation dismounting-free formwork corner piece position.
Claims (6)
1. a kind of plant-fibre type heat preservation dismounting-free formwork formwork system surface smoothness control method, including heat preservation dismounting-free formwork
Side hydrophobic is processed, the control of building outer shear wall heat preservation dismounting-free formwork surface smoothness and floor heat preservation dismounting-free formwork corner are spelled
The control of flatness at seam；It is by brushing in the side of heat preservation dismounting-free formwork that the side of heat preservation dismounting-free formwork carry out hydrophobic to process
Hydrophobic rubber cement, to reduce the water absorption rate of heat preservation dismounting-free formwork；Exempted from by the control building outer shear wall insulation of anchoring type form clamp
The surface smoothness of form removal；The flatness of floor heat preservation dismounting-free formwork corner edge joint position is controlled by cross supporting piece；
Anchoring type form clamp includes latch assembly and reinforces keel, and latch assembly includes embedded internal thread head and its supporting anchor
Fixing bolt, embedded internal thread head is flush-mounted in the corner of heat preservation dismounting-free formwork, reinforces the longitudinal direction that keel are layed in heat preservation dismounting-free formwork
Edge joint position, will reinforce keel and is integrated with heat preservation dismounting-free formwork locking by anchor bolt, to control to build outer shear wall insulation
The surface smoothness of non-dismantling formwork；
Cross supporting piece includes backing plate and the anchored end perpendicular to backing plate, and backing plate is supported on the wooden a tree, used in making timber for boats of formwork system, by ten
Font anchored end is integrated with floorslab concrete structure anchor, controls the flatness of floor heat preservation dismounting-free formwork corner edge joint position.
2. plant-fibre type heat preservation dismounting-free formwork formwork system surface smoothness control method as claimed in claim 1, it is special
Levy and be：The side hydrophobic of heat preservation dismounting-free formwork processes the twenty four hours before its assembly and carries out, in the side of heat preservation dismounting-free formwork
Face brushing hydrophobic rubber cement, hydrophobic rubber cement presses 1 using waterborne polyurethane resin with cement:1 mass ratio is formulated.
3. plant-fibre type heat preservation dismounting-free formwork formwork system surface smoothness control method as claimed in claim 1, it is special
Levy and be：The anchoring type form clamp includes rectangle square steel, angle steel wing plate, embedded internal thread head and its supporting anchoring spiral shell
Bolt；Two angle steel wing plates are symmetrically welded in longitudinal both sides of rectangle square steel, the horizontal spelling of correspondence heat preservation dismounting-free formwork on angle steel wing plate
Elongate holes along its length are provided with seam；Embedded internal thread head include the billet with holdfast and vertical welding in
Internal thread sleeve thereon, internal thread sleeve is located in the installing hole on heat preservation dismounting-free formwork and is locked by anchor bolt.
4. plant-fibre type heat preservation dismounting-free formwork formwork system surface smoothness control method as claimed in claim 3, it is special
Levy and be：The application of the anchoring type form clamp is comprised the following steps：
Corresponding installation is bored at elongate holes on each corner correspondence angle steel wing plate of every piece of outer shear wall heat preservation dismounting-free formwork
Hole；
The billet of embedded internal thread head is anchored in into the inner side of heat preservation dismounting-free formwork, the internal thread sleeve position of embedded internal thread head is made
In installing hole on heat preservation dismounting-free formwork；
Heat preservation dismounting-free formwork is assembled：The rectangle square steel of angle steel wing plate is welded with longitudinal edge joint position laying of heat preservation dismounting-free formwork, is made
Elongate holes on angle steel wing plate are corresponding with the internal thread sleeve portion of embedded internal thread head pre-buried on heat preservation dismounting-free formwork, every
Anchor bolt is screwed in individual internal thread sleeve, makes each heat preservation dismounting-free formwork for dissipating spelling be connected as firm entirety.
5. plant-fibre type heat preservation dismounting-free formwork formwork system surface smoothness control method as claimed in claim 1, it is special
Levy and be：The cross supporting piece includes the backing plate and the cross anchored end perpendicular to backing plate of aluminium alloy.
6. plant-fibre type heat preservation dismounting-free formwork formwork system surface smoothness control method as claimed in claim 5, it is special
Levy and be：The application of the cross supporting piece is comprised the following steps：
After the completion of wooden a tree, used in making timber for boats laying on floor slab formerecting frame, first piece of heat preservation dismounting-free formwork is installed in floor corner, in the block insulation
Non-dismantling formwork is relative to installing cross supporting piece on the diagonal angle brace a tree, used in making timber for boats of floor corner, then installs follow-up insulation successively and exempt from form removal
Plate and cross supporting piece, it is ensured that die plate corners edge joint position is equipped with cross supporting piece.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610992821.7A CN106639099B (en) | 2016-11-11 | 2016-11-11 | Plant-fibre type heat preservation dismounting-free formwork formwork system surface smoothness control method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610992821.7A CN106639099B (en) | 2016-11-11 | 2016-11-11 | Plant-fibre type heat preservation dismounting-free formwork formwork system surface smoothness control method |
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| CN106639099A true CN106639099A (en) | 2017-05-10 |
| CN106639099B CN106639099B (en) | 2018-01-30 |
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ID=58806226
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779052A (en) * | 2019-01-28 | 2019-05-21 | 南京天运塑业有限公司 | A kind of disassembly-free thermal-insulation form board and preparation method thereof, production equipment, construction method |
| CN111719885A (en) * | 2020-03-21 | 2020-09-29 | 东莞市大乘建筑工程技术有限公司 | Laminated concrete reinforced floor and construction process |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2455838Y (en) * | 2000-12-29 | 2001-10-24 | 北京市建筑工程研究院 | Large gapless formwork with flat connection |
| JP2007032159A (en) * | 2005-07-28 | 2007-02-08 | Kansai Electric Power Co Inc:The | Connecting structure of steel plate concrete structural body |
| CN201722929U (en) * | 2010-06-08 | 2011-01-26 | 南京道广建筑模板有限公司 | Embedded part anchoring device of building template |
| CN201896365U (en) * | 2010-06-25 | 2011-07-13 | 国网直流工程建设有限公司四川工程建设部 | Installing and fixing device for flat plate pre-embedded piece on surface of concrete |
| CN203547121U (en) * | 2013-10-30 | 2014-04-16 | 高占宇 | Building splice formwork component |
| CN204609289U (en) * | 2015-04-25 | 2015-09-02 | 广州市艺达机械有限公司 | A kind of aluminum alloy pattern plate device for building |
-
2016
- 2016-11-11 CN CN201610992821.7A patent/CN106639099B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2455838Y (en) * | 2000-12-29 | 2001-10-24 | 北京市建筑工程研究院 | Large gapless formwork with flat connection |
| JP2007032159A (en) * | 2005-07-28 | 2007-02-08 | Kansai Electric Power Co Inc:The | Connecting structure of steel plate concrete structural body |
| CN201722929U (en) * | 2010-06-08 | 2011-01-26 | 南京道广建筑模板有限公司 | Embedded part anchoring device of building template |
| CN201896365U (en) * | 2010-06-25 | 2011-07-13 | 国网直流工程建设有限公司四川工程建设部 | Installing and fixing device for flat plate pre-embedded piece on surface of concrete |
| CN203547121U (en) * | 2013-10-30 | 2014-04-16 | 高占宇 | Building splice formwork component |
| CN204609289U (en) * | 2015-04-25 | 2015-09-02 | 广州市艺达机械有限公司 | A kind of aluminum alloy pattern plate device for building |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779052A (en) * | 2019-01-28 | 2019-05-21 | 南京天运塑业有限公司 | A kind of disassembly-free thermal-insulation form board and preparation method thereof, production equipment, construction method |
| CN111719885A (en) * | 2020-03-21 | 2020-09-29 | 东莞市大乘建筑工程技术有限公司 | Laminated concrete reinforced floor and construction process |
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| Publication number | Publication date |
|---|---|
| CN106639099B (en) | 2018-01-30 |
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