CN106150080A - Early tear assembly type plastic form construction technology open - Google Patents
Early tear assembly type plastic form construction technology open Download PDFInfo
- Publication number
- CN106150080A CN106150080A CN201610472378.0A CN201610472378A CN106150080A CN 106150080 A CN106150080 A CN 106150080A CN 201610472378 A CN201610472378 A CN 201610472378A CN 106150080 A CN106150080 A CN 106150080A
- Authority
- CN
- China
- Prior art keywords
- formwork
- boats
- tree
- wood
- rib
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/40—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28C—PREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28C5/00—Apparatus or methods for producing mixtures of cement with other substances, e.g. slurries, mortars, porous or fibrous compositions
- B28C5/003—Methods for mixing
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
Abstract
The invention discloses and tear assembly type plastic form construction technology open a kind of morning, comprise the following steps: (one) surveying setting-out；(2) full hall scaffold is set up；(3) horizontal steel tube and flitch under formwork are set up；(4) formwork is laid, waffle beam bed die is installed；(5) reinforcing bar binding, water power are pre-buried；(6) strong concrete is poured；(7) formwork is removed.The technique of the present invention shifts to an earlier date form removal, and turnover frequency is high, is more than 3 times of tradition formwork, the cost of processed materials purchased is greatly lowered.Being not required to spary releasing agent, reducing construction link, sidewall and top board can separate form removal during form removal, form removal speed greatly speeds up, and formwork loss is negligible, reduces cost depletions.
Description
Technical field
The present invention relates to tear assembly type plastic form construction technology open a kind of morning, belong to technical field of building construction.
Background technology
In recent years, in order to adapt to the needs of large-space large-span building, in-situ ribbed slab system is developed, and
More and more extensively applying in building, formwork template also obtains as a kind of industrialization template of popularization and application in rib floor construction
Having arrived development, major part has been used up the formwork of traditional disposable formwork or Whole-dismountable, but there is disposable formwork
The problems such as this higher, Whole-dismountable formwork cracky.A kind of morning tears assembly type plastic form open, and coordinates assembled girt strip mould
Plate, it is adaptable to use the construction of cast-in-place concrete close rib building roof in general industry and civil building engineering.
Content of the invention
The technical problem to be solved is: provide tear assembly type plastic form construction technology open a kind of morning.
The present invention uses design of coupler scaffold full hall scaffold as the support system of formwork, and support system is by vertical rod, top
Bar, cross bar and adjustable seats composition, scaffold upright rod is for substantially by unit of force, forming support by cross bar drawknot, it being laid
There is the finished product girt strip bed die that plastic formwork is made, then plastic form is installed；Plastic form is assembly type, is to use high tough plastic
The assembled formation of plate, angle steel, nut, nut.Owing to only installing girt strip bed die, bottom girt strip between space enough grasp
Make, in that context it may be convenient to by dismounting nut, angle steel thus removing formwork top board and sidewall respectively, form removal speed is big greatly
Hurry up.
The concrete technical scheme that the present invention uses is:
Early tear assembly type plastic form construction technology open, comprise the following steps:
(1) surveying setting-out
Survey on the ground and set axis, release the center line of rib floor main rib and secondary rib；Mark is made on floor, in case
Combined axis and installation formwork messenger wire use；
(2) support system (full hall scaffold) is set up
(1) following principle is typically followed in, the design of support system: column is typically with formwork a size of spacing.Each formwork
Lower guarantee has the direct load-bearing of 1-2 root vertical rod.Column computed altitude: flooring absolute altitude-floor waffle beam height-formwork thickness.
(2), column and support system are laid according to arrangement and method for construction.The good line of floor plan bullet is first pressed before formal installation,
Ensure that column dot spacing is accurate, can formally install after experience line is errorless.
(3), vertical rod should be arranged on smooth solid bottom surface, for avoiding differential settlement, and thick the leading to of pillar underlay 50mm
Long scaffold board.Pillar wants vertical, it is to avoid eccentric stress.
(4), install from one end successively to the expansion of other directions.First stand vertical rod during installation, then draw horizon bar in length and breadth.Bracing wire is looked for
Flat, arch camber is carried out simultaneously.Arch camber is performed by design, performs by specification 1 ‰ 3 ‰ during without design.Bridging, bar of sweeping the floor are by " building
Build construction fastener type steel pipe scaffold technical specification of security " standard setting.
(3) horizontal steel tube and flitch under formwork are set up
Fastener type steel pipe scaffold is set up after finishing, and sets up one layer of horizontal steel tube, it is ensured that have under formwork long side direction
2-3 root horizontal steel tube supports.This layer of horizontal steel tube principal security top wood a tree, used in making timber for boats is laid flatness and improves load-bearing energy bottom formwork
Power.Steel pipe spacing 400-600mm, horizontal scaffolding height=flooring absolute altitude-floor waffle beam height-formwork thickness-wood a tree, used in making timber for boats
Highly.Steel pipe is set up flatness error and is not more than 10mm.The wooden a tree, used in making timber for boats laid uses the long wood a tree, used in making timber for boats of 50 × 100mm, wood a tree, used in making timber for boats specification chi
Very little error is not more than 2mm, and wood a tree, used in making timber for boats typically uses and keeps flat.Wood a tree, used in making timber for boats elongated laying in a direction, joint mutually staggers.Wood a tree, used in making timber for boats uses
14# iron wire colligation supports in its lower horizontal steel tube.Wood a tree, used in making timber for boats spacing 200-300mm.The secondary girt strip less to width, available 2
Wood a tree, used in making timber for boats lying side-by-side.
(4) formwork is laid, waffle beam bed die is installed
(1) first axis, main rib and the secondary rib center line setting is surveyed on ground before formwork being installed and cause construction surface.
(2) formwork is laid and line should be carried to construct.One post grid planted agent is discharged formwork by centre to two ends, never by one end to
The other end discharges, in order to avoid producing accumulated error, the phenomenon that two end ribs do not wait occurs.
(3) formwork main rib stuff up a crack should be layed according to axis on wood a tree, used in making timber for boats before formwork is laid in advance.Secondary rib stuff up a crack can be with mould
Shell is constructed together, it is possible to or construct after laying before formwork is laid.The ground that inadequate modulus or can not install template can use bamboo
Offset plates etc. replace.
(4) between formwork, primary and secondary intercostal space uses template stuff up a crack.Template sets seam width=primary and secondary rib width-formwork edge
Width-5mm.Formwork sets seam height as formwork thickness.General formwork thickness 30mm, can use the double-deck nail system of the thick template of 15mm and
Become.
(5) reinforcing bar binding, water power are pre-buried
Dense-rib floor structure primary and secondary rib height is generally 300-600mm, and therefore primary and secondary rib steel-bar binding can spread at formwork
If carrying out after finishing.
Water power pre-buried through-flooring spool must be arranged at rib floor primary and secondary rib bed die, thus avoids damaging formwork.
(6) strong concrete is poured
Strong concrete, including the composition of following parts by weight: cement 100 parts, water 50-80 part, flyash 10-18
Part, ground slag 15-25 part, quartz sand 5-16 part, isodecyl acrylate 8-14 part, n-propyl 9-17 part, three is stearic
Acid glyceride 6-13 part, polycarboxylate water-reducer 5-10 part.
The preparation method of described strong concrete, comprises the following steps:
1) first it is made to mix the water reducer stirring of cement, water, flyash, ground slag and half parts by weight；
2) make it mix quartz sand, isodecyl acrylate stirring, be then added into the mixing that step (1) obtains
In component, stirring makes it mix；
3) step (2) is added to obtain the water reducer of n-propyl, glyceryl tristearate and half parts by weight
Blending ingredients in, stirring make it mix, obtain strong concrete.
(1) when pouring concrete must not the unified allocation of materials to lower units, in order to avoid formwork is because of damaged by large impact power.Pouring of concrete should be prevented
Only " creeping formwork " phenomenon of formwork, it is desirable to water and smash aspect and be perpendicular to main joist direction and carry out.Beam poker vibrator, plate flat board
Vibrator, to ensure concrete compaction.
(2) casting concrete uses secondary troweling, overcomes the contraction before concrete final set.After final set, timely plastic covering is thin
Film and water seasoning.
(7) formwork is removed
(1) concrete strength can form removal shell when reaching 10MPa；< during 8m, concrete strength reaches 75% side to main rib span
Dismountable pillar；Main rib span > 8m when, concrete strength must reach 100% can just remove pillar.
(2) formwork dismounting order: horizontal support steel pipe below first form removal-→ form removal-→ remove wood a tree, used in making timber for boats-
→ remove steel tubular support with couplers.Form removal should in one direction, and each intercolumniation is gradually removed.Forbid to open from mid portion
Beginning both sides are removed.
(3), during form removal, by the nut of form removal inwall in reserved Quick Release gap and angle steel, thus mould can be removed
The sidewall of shell and top cover, should tear top cover open after first tearing sidewall open, take off the formwork burst of dismounting.During form removal, should below formwork
Lay scaffold board or hang safety net, in order to avoid breaking from falling from high altitude when formwork sticks up.
Beneficial effects of the present invention:
1st, shifting to an earlier date form removal, turnover frequency is high, is more than 3 times of tradition formwork, the cost of processed materials purchased is greatly lowered.
2nd, it is not required to spary releasing agent, reduce construction link, during form removal, sidewall and top board can be separated form removal, form removal speed
Greatly speeding up, formwork loss is negligible, reduces cost depletions.
3rd, die casing material reduces the cost of more than 10%.Standardization, modularization continuous productive process, under the conditions of every 10,000 square meters,
Frame pipe and flitch save more than 10%.Template saves 50--60%.
4th, plastic form uses novel environment friendly recycled plastics material, pollution-free, recyclable.
Detailed description of the invention
Embodiment 1
The morning that the present embodiment provides tears assembly type plastic form construction technology open, comprises the following steps:
(1) surveying setting-out
Survey on the ground and set axis, release the center line of rib floor main rib and secondary rib；Mark is made on floor, in case
Combined axis and installation formwork messenger wire use；
(2) full hall scaffold is set up
(1) following principle is followed in, the design of full hall scaffold: column is typically with formwork a size of spacing；Under each formwork
Ensure there is the direct load-bearing of 1-2 root vertical rod；Column computed altitude: flooring absolute altitude-floor waffle beam height-formwork thickness；
(2), column and support system are laid according to arrangement and method for construction；The good line of floor plan bullet is first pressed before formal installation,
Ensure that column dot spacing is accurate, can formally install after experience line is errorless；
(3), vertical rod should be arranged on smooth solid bottom surface, for avoiding differential settlement, and thick the leading to of pillar underlay 50mm
Long scaffold board；Pillar wants vertical, it is to avoid eccentric stress；
(4), install from one end successively to the expansion of other directions；First stand vertical rod during installation, then draw horizon bar in length and breadth；Bracing wire is looked for
Flat, arch camber is carried out simultaneously；Arch camber is performed by design, performs by specification 1 ‰ 3 ‰ during without design；Bridging, bar of sweeping the floor are by " building
Build construction fastener type steel pipe scaffold technical specification of security " standard setting；
(3) horizontal steel tube and flitch under formwork are set up
Fastener type steel pipe scaffold is set up after finishing, and sets up one layer of horizontal steel tube, it is ensured that have under formwork long side direction
2-3 root horizontal steel tube supports, and this layer of horizontal steel tube principal security top wood a tree, used in making timber for boats is laid flatness and improve load-bearing energy bottom formwork
Power；Steel pipe spacing 400-600mm, horizontal scaffolding height=flooring absolute altitude-floor waffle beam height-formwork thickness-wood a tree, used in making timber for boats
Highly；Steel pipe is set up flatness error and is not more than 10mm；The wooden a tree, used in making timber for boats laid uses the long wood a tree, used in making timber for boats of 50 × 100mm, wood a tree, used in making timber for boats specification chi
Very little error is not more than 2mm, and wood a tree, used in making timber for boats typically uses and keeps flat；Wood a tree, used in making timber for boats elongated laying in a direction, joint mutually staggers；Wood a tree, used in making timber for boats uses
14# iron wire colligation supports in its lower horizontal steel tube；Wood a tree, used in making timber for boats spacing 200-300mm；The secondary girt strip less to width, with 2 wood
A tree, used in making timber for boats lying side-by-side；
(4) formwork is laid, waffle beam bed die is installed
(1) first axis, main rib and the secondary rib center line setting is surveyed on ground before formwork being installed and cause construction surface；
(2) formwork is laid and line should be carried to construct；One post grid planted agent is discharged formwork by centre to two ends, it is impossible to by one end to
The other end discharges, in order to avoid producing accumulated error, the phenomenon that two end ribs do not wait occurs；
(3) formwork main rib stuff up a crack should be layed according to axis on wood a tree, used in making timber for boats before formwork is laid in advance；Secondary rib stuff up a crack is with formwork
Before construction or formwork are laid together or construct after laying；The ground that inadequate modulus or can not install template can use bamboo slab rubber generation
Replace；
(4) between formwork, primary and secondary intercostal space uses template stuff up a crack；Template sets seam width=primary and secondary rib width-formwork edge
Width-5mm；Formwork sets seam height as formwork thickness；General formwork thickness 30mm, can use the double-deck nail system of the thick template of 15mm and
Become；
(5) reinforcing bar binding, water power are pre-buried
Dense-rib floor structure primary and secondary rib height is 300-600mm, and therefore primary and secondary rib steel-bar binding is laid at formwork and finished
After carry out；
Water power pre-buried through-flooring spool must be arranged at rib floor primary and secondary rib bed die, thus avoids damaging formwork；
(6) strong concrete is poured
Strong concrete, including the composition of following parts by weight: cement 100 parts, 80 parts of water, 18 parts of flyash, levigate
25 parts of slag, quartz sand 16 parts, isodecyl acrylate 14 parts, n-propyl 17 parts, glyceryl tristearate 13 parts, poly-carboxylic
Acid water reducer 10 parts；
The preparation method of described strong concrete, comprises the following steps:
1) first it is made to mix the water reducer stirring of cement, water, flyash, ground slag and half parts by weight；
2) make it mix quartz sand, isodecyl acrylate stirring, be then added into the mixing that step (1) obtains
In component, stirring makes it mix；
3) step (2) is added to obtain the water reducer of n-propyl, glyceryl tristearate and half parts by weight
Blending ingredients in, stirring make it mix, obtain strong concrete；
(1) when pouring concrete must not the unified allocation of materials to lower units, in order to avoid formwork is because of damaged by large impact power；Pouring of concrete should be prevented
Only " creeping formwork " phenomenon of formwork, it is desirable to water and smash aspect and be perpendicular to main joist direction and carry out；Beam poker vibrator, plate flat board
Vibrator, to ensure concrete compaction；
(2) casting concrete uses secondary troweling, overcomes the contraction before concrete final set；After final set, timely plastic covering is thin
Film and water seasoning；
(7) formwork is removed
(1) concrete strength reaches form removal shell during 10MPa；< during 8m, concrete strength reaches 75% side and removes main rib span
Pillar；Main rib span > 8m when, concrete strength must reach 100% can just remove pillar；
(2) formwork dismounting order: horizontal support steel pipe below first form removal-→ form removal-→ remove wood a tree, used in making timber for boats-
→ remove steel tubular support with couplers；Form removal should in one direction, and each intercolumniation is gradually removed；Forbid to open from mid portion
Beginning both sides are removed；
(3), during form removal, by the nut of form removal inwall in reserved Quick Release gap and angle steel, thus mould can be removed
The sidewall of shell and top cover, should tear top cover open after first tearing sidewall open, take off the formwork burst of dismounting；During form removal, spread below formwork
If scaffold board or extension safety net, in order to avoid breaking from falling from high altitude when formwork sticks up.
Effect assessment:
The strong concrete preparing embodiment 1 is according to " normal concrete long-term behaviour and durability test method mark
Accurate " GB/T50082-2009 detects its compression strength and rupture strength, and each pilot project takes 3 samples, and result of the test is average
Value see table.
Claims (1)
1. early tear assembly type plastic form construction technology open, it is characterised in that comprise the following steps:
(1) surveying setting-out
Survey on the ground and set axis, release the center line of rib floor main rib and secondary rib；Mark is made on floor, in case compound
Axis and installation formwork messenger wire use；
(2) full hall scaffold is set up
(1) following principle is followed in, the design of full hall scaffold: column is typically with formwork a size of spacing；Ensure under each formwork
There is the direct load-bearing of 1-2 root vertical rod；Column computed altitude: flooring absolute altitude-floor waffle beam height-formwork thickness；
(2), column and support system are laid according to arrangement and method for construction；First to press the good line of floor plan bullet before formal installation, ensure
Column dot spacing is accurate, can formally install after experience line is errorless；
(3), vertical rod should be arranged on smooth solid bottom surface, for avoiding differential settlement, and the thick elongated pin of pillar underlay 50mm
Palm；Pillar wants vertical, it is to avoid eccentric stress；
(4), install from one end successively to the expansion of other directions；First stand vertical rod during installation, then draw horizon bar in length and breadth；Bracing wire is levelling,
Arch camber is carried out simultaneously；Arch camber is performed by design, performs by specification 1 ‰ 3 ‰ during without design；Bridging, bar of sweeping the floor are by " building is executed
Work fastener type steel pipe scaffold technical specification of security " standard setting；
(3) horizontal steel tube and flitch under formwork are set up
Fastener type steel pipe scaffold is set up after finishing, and sets up one layer of horizontal steel tube, it is ensured that have 2-3 root under formwork long side direction
Horizontal steel tube supports, and this layer of horizontal steel tube principal security top wood a tree, used in making timber for boats is laid flatness and improve weight capacity bottom formwork；Steel
Tube pitch 400-600mm, horizontal scaffolding height=flooring absolute altitude-floor waffle beam height-formwork thickness-wood a tree, used in making timber for boats height；Steel
Pipe is set up flatness error and is not more than 10mm；The wooden a tree, used in making timber for boats laid uses the long wood a tree, used in making timber for boats of 50 × 100mm, and wood a tree, used in making timber for boats specification error is not
More than 2mm, wood a tree, used in making timber for boats typically uses and keeps flat；Wood a tree, used in making timber for boats elongated laying in a direction, joint mutually staggers；Wood a tree, used in making timber for boats uses 14# iron wire
Colligation supports in its lower horizontal steel tube；Wood a tree, used in making timber for boats spacing 200-300mm；The secondary girt strip less to width, is spread side by side by 2 wood a tree, used in making timber for boats
Put；
(4) formwork is laid, waffle beam bed die is installed
(1) first axis, main rib and the secondary rib center line setting is surveyed on ground before formwork being installed and cause construction surface；
(2) formwork is laid and line should be carried to construct；One post grid planted agent is discharged formwork by centre to two ends, it is impossible to by one end to another
, in order to avoid producing accumulated error, there is the phenomenon that two end ribs do not wait in end discharge；
(3) formwork main rib stuff up a crack should be layed according to axis on wood a tree, used in making timber for boats before formwork is laid in advance；Secondary rib stuff up a crack is with formwork
Before construction or formwork are laid or construct after laying；The ground that inadequate modulus or can not install template can use bamboo slab rubber to replace；
(4) between formwork, primary and secondary intercostal space uses template stuff up a crack；Template set seam width=primary and secondary rib width-formwork border width-
5mm；Formwork sets seam height as formwork thickness；General formwork thickness 30mm, can use the double-deck nail system of the thick template of 15mm to form；
(5) reinforcing bar binding, water power are pre-buried
Dense-rib floor structure primary and secondary rib height is 300-600mm, and therefore primary and secondary rib steel-bar binding finishes laggard in formwork laying
OK；
Water power pre-buried through-flooring spool must be arranged at rib floor primary and secondary rib bed die, thus avoids damaging formwork；
(6) strong concrete is poured
Strong concrete, including the composition of following parts by weight: cement 100 parts, water 50-80 part, flyash 10-18 part, mill
Thin slag 15-25 part, quartz sand 5-16 part, isodecyl acrylate 8-14 part, n-propyl 9-17 part, three glycerol stearate
Ester 6-13 part, polycarboxylate water-reducer 5-10 part；
The preparation method of described strong concrete, comprises the following steps:
1) first it is made to mix the water reducer stirring of cement, water, flyash, ground slag and half parts by weight；
2) make it mix quartz sand, isodecyl acrylate stirring, be then added into the blending ingredients that step (1) obtains
In, stirring makes it mix；
3) obtain water reducer addition step (2) of n-propyl, glyceryl tristearate and half parts by weight is mixed
In charge-coupled point, stirring makes it mix, and obtains strong concrete；
(1) when pouring concrete must not the unified allocation of materials to lower units, in order to avoid formwork is because of damaged by large impact power；Pouring of concrete should prevent mould
" creeping formwork " phenomenon of shell, it is desirable to water and smash aspect and be perpendicular to main joist direction and carry out；Beam poker vibrator, plate flat board vibrates
Device, to ensure concrete compaction；
(2) casting concrete uses secondary troweling, overcomes the contraction before concrete final set；After final set timely plastic covering film and
Water seasoning；
(7) formwork is removed
(1) concrete strength reaches form removal shell during 10MPa；< during 8m, concrete strength reaches 75% side and removes pillar main rib span；
Main rib span > 8m when, concrete strength must reach 100% can just remove pillar；
(2) formwork dismounting order: horizontal support steel pipe below first form removal-→ form removal-→ remove wood a tree, used in making timber for boats-→ tear open
Except steel tubular support with couplers；Form removal should in one direction, and each intercolumniation is gradually removed；Forbid to start two from mid portion
Limit is removed；
(3) during form removal, can be by the nut of form removal inwall in reserved Quick Release gap and angle steel, thus form removal
Sidewall and top cover, should tear top cover open after first tearing sidewall open, take off the formwork burst of dismounting；During form removal, below formwork, lay pin
Palm or extension safety net, in order to avoid breaking from falling from high altitude when formwork sticks up.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610472378.0A CN106150080A (en) | 2016-06-23 | 2016-06-23 | Early tear assembly type plastic form construction technology open |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610472378.0A CN106150080A (en) | 2016-06-23 | 2016-06-23 | Early tear assembly type plastic form construction technology open |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106150080A true CN106150080A (en) | 2016-11-23 |
Family
ID=57349264
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610472378.0A Pending CN106150080A (en) | 2016-06-23 | 2016-06-23 | Early tear assembly type plastic form construction technology open |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106150080A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982774A (en) * | 2021-04-20 | 2021-06-18 | 阿博建材（昆山）有限公司 | Construction method for forming multi-ribbed floor based on quick-assembly type keel formwork combined template |
| CN113863549A (en) * | 2021-10-09 | 2021-12-31 | 杨玉杰 | Construction process of ribbed floor |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1423835A (en) * | 1972-05-24 | 1976-02-04 | Rapid Metal Developments Ltd | Lattice structure |
| EP1384837A1 (en) * | 2001-04-03 | 2004-01-28 | ULMA C y E, S. COOP. | Floor and roof formwork system |
| CN102531493A (en) * | 2011-12-30 | 2012-07-04 | 重庆暄洁环保产业（集团）股份有限公司 | White or colored cement-based composite material plate with super-high strength and preparation method thereof |
-
2016
- 2016-06-23 CN CN201610472378.0A patent/CN106150080A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1423835A (en) * | 1972-05-24 | 1976-02-04 | Rapid Metal Developments Ltd | Lattice structure |
| EP1384837A1 (en) * | 2001-04-03 | 2004-01-28 | ULMA C y E, S. COOP. | Floor and roof formwork system |
| CN102531493A (en) * | 2011-12-30 | 2012-07-04 | 重庆暄洁环保产业（集团）股份有限公司 | White or colored cement-based composite material plate with super-high strength and preparation method thereof |
Non-Patent Citations (2)
| Title |
|---|
| 党万功: "扣件式钢管脚手架支撑密肋梁模壳施工技术", 《科技展望》 * |
| 杨清岭: "高支模与塑料模壳支设密肋楼板结合施工技术", 《安徽建筑》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982774A (en) * | 2021-04-20 | 2021-06-18 | 阿博建材（昆山）有限公司 | Construction method for forming multi-ribbed floor based on quick-assembly type keel formwork combined template |
| CN113863549A (en) * | 2021-10-09 | 2021-12-31 | 杨玉杰 | Construction process of ribbed floor |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103615110B (en) | Random oblique netted nine-squares beam Hyperbolic Roof construction method | |
| CN103570317B (en) | A kind of clear-water concrete using construction refuse regenerated aggregate to produce | |
| CN102277959A (en) | Standard steel frame formwork system for concrete floor slabs and construction method thereof | |
| CN103321257A (en) | Anti-cracking seepage-proof construction method for ultra-long mass concrete structure basement | |
| CN106437142A (en) | Construction method and double-layer formwork structure for cast-in-situ slope roof | |
| CN105544873B (en) | A kind of construction method of the hollow roofing of waveform | |
| CN103806647A (en) | Assembly and disassembly process for large-span concrete bidirectional dense rib beam formwork case | |
| CN105780992B (en) | A kind of orthogonal spatial Rc Open-web Sandwich Plates floor construction engineering method | |
| CN110409811A (en) | Exempt to split into type column template, formwork structure and construction process containing steel reinforcement cage | |
| CN110409813A (en) | Exempt to split into type beam forms, formwork structure and construction process containing steel reinforcement cage | |
| CN104480922A (en) | Space truss formwork supporting system and construction method thereof | |
| CN210396134U (en) | Reinforcing tool for controlling horizontal joint quality of shear wall | |
| CN114575593A (en) | Adjustable plate buckling formwork support frame for super-load small-clearance beam and construction method thereof | |
| CN107401279A (en) | Disposable one-piece casting staircase wall ladder combined steel formwork installation construction method | |
| CN106150080A (en) | Early tear assembly type plastic form construction technology open | |
| CN113898104A (en) | Concrete construction system for large-gradient special-shaped inclined roof and construction method thereof | |
| CN111663770B (en) | Quick and easy combination and shaping mold for post-cast strip of cast-in-place slab and construction method of quick and easy combination and shaping mold | |
| CN206245730U (en) | A kind of cast-in-place pitched roof double template structure | |
| CN210766835U (en) | Foundation beam side vertical face waterproof structure | |
| CN107190861A (en) | A kind of contrary sequence method template construction technique | |
| CN107130718A (en) | A kind of assembled steel skeleton light floor slab | |
| CN109537738A (en) | Steel building cast-in-place concrete hollow floor system self-supporting hanger formwork support process | |
| RU2107784C1 (en) | Method for erection and reconstruction of buildings and production of articles from composite materials mainly concrete for above purposes | |
| CN106869387A (en) | Multi-ribbed plate Structural Floor System HZ concrete film construction methods | |
| CN102691409A (en) | HR (height regulation) heavy portal frame and temporary reinforced concrete column jointed formwork erecting device and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161123 |