CN108589767A - A kind of turnbuckle single side formwork erection tiltedly throws support arrangement and its construction method - Google Patents
A kind of turnbuckle single side formwork erection tiltedly throws support arrangement and its construction method Download PDFInfo
- Publication number
- CN108589767A CN108589767A CN201810732783.0A CN201810732783A CN108589767A CN 108589767 A CN108589767 A CN 108589767A CN 201810732783 A CN201810732783 A CN 201810732783A CN 108589767 A CN108589767 A CN 108589767A
- Authority
- CN
- China
- Prior art keywords
- template
- turnbuckle
- steel
- tiltedly
- formwork erection
- 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.)
- Granted
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 44
- 238000010276 construction Methods 0.000 title claims abstract description 34
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 89
- 239000010959 steel Substances 0.000 claims abstract description 89
- 238000007667 floating Methods 0.000 claims abstract description 28
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 16
- 239000002023 wood Substances 0.000 claims description 27
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 11
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 11
- 241001330002 Bambuseae Species 0.000 claims description 11
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 11
- 239000011425 bamboo Substances 0.000 claims description 11
- 239000003292 glue Substances 0.000 claims description 11
- 239000002131 composite material Substances 0.000 claims description 10
- 229920001971 elastomer Polymers 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 239000005060 rubber Substances 0.000 claims description 10
- 230000015572 biosynthetic process Effects 0.000 claims description 7
- 210000003205 muscle Anatomy 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims 1
- 238000005516 engineering process Methods 0.000 abstract description 5
- 230000007547 defect Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 12
- 239000000463 material Substances 0.000 description 6
- 230000008569 process Effects 0.000 description 5
- 230000002146 bilateral effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention proposes that a kind of turnbuckle single side formwork erection tiltedly throws support arrangement and construction method, which includes：Side wall template is set on the outside of structure side wall；Template press beam, is set on the outside of the side wall template, and the upper and lower ends of the template press beam are fixed by girt staking；Steel pipe tiltedly throws support, and one end connects and reinforces the template press beam, and the other end is connected to bottom plate；Anti-floating reinforcing steel bar ring, the pre-buried chamfering position for being set to bottom plate and structure side wall junction；Turnbuckle connects the template press beam and pre-buried Anti-floating reinforcing steel bar ring, carries out vertically constraint and horizontal direction and reinforces again.The present invention is precast spliced using turnbuckle offer template anti-floating power, template, optimize the structural support form and plate face system of template, the common quality defects such as swollen mould, spillage, the faulting of slab ends for tiltedly throwing that support system is generated by floating are overcome, ensure that verticality, the flatness of wall.Construction technology is convenient, good economy performance, ensure that construction quality, greatly optimizes single side formwork erection support system.
Description
Technical field
The invention belongs to architectural engineering construction technique fields, relate generally to U-type groove side wall, basement (underground space) exterior wall
A kind of device and construction method of equal position templates support, and more particularly to a kind of turnbuckle single side formwork erection tiltedly throw support arrangement and
Its construction method.
Background technology
In U-type groove construction in many underground space side walls, box culvert structure, river, structure side wall is because by construction site
It restricts and bilateral formwork can not be used, and use single side formwork method.Single side formwork technique is typically to set up framed bent using steel pipe
As the support system of template, the construction technology space requirement is high, and period length, artificial amount are set up greatly greatly using steel pipe quantity, and one
Secondary formwork height is relatively low, and the defects of Form floating, swollen mould, concrete walls surface evenness, perpendicularity difference, construction quality easily occurs
It is difficult to ensure.Turnbuckle single side formwork erection tiltedly throws the optimization and promotion that support method is traditional single side formwork erection.Traditional single side formwork erection one
As be the support system formed using full hall scaffold and the template lumps of wood, when encounter multi-process and meanwhile construct, working space is narrow,
The situation that construction period is tight, tall and big wall formwork, difficulty of construction are big, often traditional single side formwork erection cannot be satisfied requirement.Gaily decorated basket spiral shell
It is one of the effective way for solving above-mentioned difficulties that silk single side formwork erection, which tiltedly throws support then,.
Invention content
During the purpose of the present invention is constructed primarily directed to the U-type groove in many underground space side walls, box culvert structure, river,
Structure side wall can not use bilateral formwork because being restricted by construction site, it is proposed that a kind of single side formwork support dress being simple and efficient
It sets and construction method.
In order to achieve the above object, the present invention proposes that a kind of turnbuckle single side formwork erection tiltedly throws support arrangement, including：
Side wall template is set on the outside of structure side wall；
Template press beam, is set on the outside of the side wall template, and the upper and lower ends of the template press beam are drawn by girt
Rivet clasp is fixed；
Steel pipe tiltedly throws support, and one end connects and reinforces the template press beam, and the other end is connected to bottom plate；
Anti-floating reinforcing steel bar ring, the pre-buried chamfering position for being set to bottom plate and structure side wall junction；
Turnbuckle connects the template press beam and pre-buried Anti-floating reinforcing steel bar ring, carries out vertically constraint and horizontal direction and adds again
Gu.
Further, the side wall template is to pass through the stupefied formation plate face of steel and wood composite after the splicing outside the venue of bamboo slab rubber or wood glue plate
System.
Further, the side wall template uses bamboo slab rubber or wood glue plate, first in carpenter's canopy by being vertically spliced into and wall
Contour single template, a handling are again big panel by butterfly button lateral connection, and keel are stupefied using steel and wood composite, and master is stupefied to adopt
It is secondary stupefied using double joint steel pipe with the lumps of wood.
Further, the template press beam uses I-steel.
Further, the template press beam upper and lower side is provided with channel steel, for reinforcing lateral stiffness.
Further, it is welded with angle steel on the outside of the template press beam tiltedly throws to support so as to steel pipe and be supported.
Further, the steel pipe tiltedly throws support upper end and is provided with adjustable support.
Further, it is provided with rafter foot muscle on the bottom plate, tiltedly throwing support so as to steel pipe is supported.
Further, the quantity that the steel pipe tiltedly throws support is 2.
In order to achieve the above object, the present invention also proposes that a kind of turnbuckle single side formwork erection tiltedly throws support arrangement construction method,
Include the following steps：
It carries out structure base slab to pour, pre-buried girt and Anti-floating reinforcing steel bar ring in chamfering position, and reserves two on bottom plate
Arrange rafter foot muscle；
By the stupefied formation plate face system of steel and wood composite after bamboo slab rubber or the splicing outside the venue of wood glue plate, side wall template is constituted；
I-steel is lifted as template press beam, first reinforces lateral stiffness with channel steel in I-steel upper and lower side, then using drawing
Bar horizontal direction is reinforced；
According to structure height of side wall, in I-shaped, just outside is arranged twice steel pipe diagonal brace, on the outside of I-steel welding angle steel so as to
Support is adjusted in steel pipe diagonal brace, the setting of steel pipe diagonal brace upper end；
It is finally separately connected I-steel up and down using turnbuckle and carries out vertically constraint and level with pre-buried Anti-floating reinforcing steel bar ring
To reinforcing again.
Turnbuckle single side formwork erection proposed by the present invention tiltedly throws support arrangement and its construction method, and turnbuckle single side formwork erection is oblique
It is precast spliced using turnbuckle offer template anti-floating power, template to throw support method, optimizes the structural support form and plate of template
Plane system effectively overcomes the common quality defects such as swollen mould, spillage, the faulting of slab ends for tiltedly throwing that support system is generated by floating, ensure that wall
Verticality, the flatness of body.This construction technology is convenient, good economy performance, ensure that construction quality, greatly optimizes single-side upright
Mould support system is a big innovation of single side upright mould process.
Description of the drawings
The turnbuckle single side formwork erection that Fig. 1 show present pre-ferred embodiments tiltedly throws support arrangement structural schematic diagram.
The turnbuckle single side formwork erection that Fig. 2 show present pre-ferred embodiments tiltedly throws support arrangement construction method flow chart.
Specific implementation mode
The specific implementation mode of the present invention is provided below in conjunction with attached drawing, but the present invention is not limited to the following embodiments and the accompanying drawings.Root
According to following explanation and claims, advantages and features of the invention will become apparent from.It should be noted that attached drawing be all made of it is very simple
The form of change and use non-accurate ratio, be only used for conveniently, lucidly aid in illustrating the embodiment of the present invention purpose.
Referring to FIG. 1, the turnbuckle single side formwork erection that Fig. 1 show present pre-ferred embodiments is tiltedly thrown support arrangement structure and is shown
It is intended to.The present invention proposes that a kind of turnbuckle single side formwork erection tiltedly throws support arrangement, including：
Side wall template 100 is set to 10 outside of structure side wall；
Template press beam 200, is set to 100 outside of the side wall template, and the upper and lower ends of the template press beam 200 pass through water
210 staking of horizontal drawing bar is fixed；
Steel pipe tiltedly throws support 300, and one end connects and reinforces the template press beam 200, and the other end is connected to bottom plate 20；
Anti-floating reinforcing steel bar ring 400, the pre-buried chamfering position for being set to 10 junction of bottom plate 20 and structure side wall；
Turnbuckle 500 connects the template press beam 200 and pre-buried Anti-floating reinforcing steel bar ring 400, carries out vertically constraint and level
To reinforcing again.
According to present pre-ferred embodiments, the side wall template 100 is to pass through steel after the splicing outside the venue of bamboo slab rubber or wood glue plate
Wood combines stupefied formation plate face system.The side wall template 100 uses bamboo slab rubber or wood glue plate, first in carpenter's canopy by being vertically spliced into
The contour single template with wall, a handling are again big panel by butterfly button lateral connection, and keel are stupefied using steel and wood composite,
It is main stupefied using the lumps of wood, it is secondary stupefied using double joint steel pipe.
The template press beam 200 uses I-steel.200 upper and lower side of template press beam is provided with channel steel 220, for reinforcing
Lateral stiffness.The outside of the template press beam 200 is welded with angle steel 230 and supports 300 so that steel pipe is tiltedly thrown and be supported.The steel pipe is oblique
It throws 300 upper ends of support and is provided with adjustable support 310.It is provided with rafter foot muscle on the bottom plate, tiltedly throws support so as to steel pipe and is propped up
Support.The quantity that the steel pipe tiltedly throws support is 2.
The present invention using bamboo/wood glue plate outside the venue splicing after by the stupefied formation plate face system of steel and wood composite, take 16# I-steel
It is fixed with girt staking as template press beam, and in I-steel upper and lower ends, while tiltedly throwing support with steel pipe and reinforcing；Consider work
Word steel can be made entire template system generate floating situation in concreting process by the inclined reaction of steel pipe：Especially use
Turnbuckle provides the anti-floating power of mould bases, while the further sidesway of limitation bottom template.Dismount more convenient, module is turned into
Industry.
Again referring to FIG. 2, the turnbuckle single side formwork erection that Fig. 2 show present pre-ferred embodiments tiltedly throws support arrangement construction
Method flow diagram.The present invention also proposes that a kind of turnbuckle single side formwork erection tiltedly throws support arrangement construction method, includes the following steps：
Step S100：It carries out structure base slab to pour, pre-buried girt and Anti-floating reinforcing steel bar ring in chamfering position, and in bottom plate
Upper reserved two rows of rafter foot muscle；
Step S200：By the stupefied formation plate face system of steel and wood composite after bamboo slab rubber or the splicing outside the venue of wood glue plate, side wall is constituted
Template；
Step S300：I-steel is lifted as template press beam, first reinforces lateral stiffness with channel steel in I-steel upper and lower side, connects
It and is reinforced using pull rod horizontal direction；
Step S400：According to structure height of side wall, in I-shaped, just twice steel pipe diagonal brace is arranged in outside, is welded on the outside of I-steel
Support is adjusted so as to steel pipe diagonal brace, the setting of steel pipe diagonal brace upper end in angle steel；
Step S500：It finally uses turnbuckle to be separately connected I-steel up and down to carry out vertically about with pre-buried Anti-floating reinforcing steel bar ring
Beam and horizontal direction are reinforced again.
Turnbuckle single side formwork erection proposed by the present invention tiltedly throws support arrangement construction method, includes the following steps：
1. each embedded ribs
When structure base slab pours, in the pre-buried 60cm cross-ties in chamfering position, (calibration positioning holds up template, anti-leak-stopping
Slurry, provides horizontal reacting force) andAnti-floating reinforcing steel bar (turnbuckle fixing end), two rows@60cm foot muscle is reserved on bottom plate；
2. plate face system
Shingle nail (is first vertically spliced into the single mould contour with wall by wood glue plate using 15cm bamboo slab rubbers in carpenter's canopy
Plate, a handling by butterfly button lateral connection are again big panel), keel are stupefied using steel and wood composite, and main stupefied (perpendicular rib) uses
10cm × 10cm lumps of wood, spacing 30cm, secondary stupefied (cross rib) use double jointSteel pipe (wall thickness 3mm), spacing 50cm；
3. tiltedly throwing support body system
16#@60cm I-steel is lifted as template press beam, is fixed for ease of template, 16# slots are first used in I-steel upper and lower side
Steel reinforces lateral stiffness, is then reinforced using pull rod horizontal direction；According to structural wall height, in 16# I-shapeds, just twice are arranged in outside
Steel pipe diagonal brace (welding angle steel is so as to steel pipe diagonal brace on the outside of I-steel), support is adjusted in the setting of steel pipe upper end；
4. anti-floating is reinforced
Finally useTurnbuckle is separately connected 16#@60cm I-steel and is carried out with pre-buried Anti-floating reinforcing steel bar ring up and down
Vertical constraint and horizontal direction are reinforced again.
The process characteristic of the present invention is as follows：
Sole reinforcing is carried out using turnbuckle and horizontal lower pull rod, optimizes form bracing system：Cross-tie level is about
The vertical anti-floating of beam, turnbuckle throws and supports oblique reinforcing, forms a triangulated linear rock-steady structure unit, then longitudinal combination
For entire form bracing system.It is simple in structure, construction is convenient, work efficiency is fast.
Pre-buried sole cross-tie not only provided mouth under horizontal reacting force but also the effective position of template template：Neat appearance,
Not spillage；
Turnbuckle directly provides template anti-floating power while further limiting template horizontal displacement, simplifies tradition single-side upright
The complicated support system of mould, tiltedly throwing support structure form is simple and reliable, and constituent parts component can be with different wall loading characteristics freedom
Adjustment is replaced
Turnbuckle and steel pipe tiltedly throw that support is easy for assemble or unload, length, adaptability can be adjusted flexibly according to ground elevation variation
It is more preferable compared to triangular truss structure.
Over-the-counter pre-splicing, the whole picture lifting of construction formwork is whole, and formwork rigidity is big, work efficiency is fast, and do not need split bolt,
And reduce construction joint quantity, good water-proof effect in tall and big wall construction；
Engineering material selection is common common hardware material, is derived from a wealth of sources, and is made simply, is easy to construct and check, and mostly
Not only the number of turnover is more, can also be re-used for other part-to-item projects for number material, sustainable development of constructing.
The process conditions of the present invention are as follows：
Suitable for wall single side formwork erection, including U-type groove side wall, basement (underground space) outer wall template, rain, sewage pumping station
Pond wall moulding board, bridge side slope revetment template etc..
The main raw material(s) of the present invention is as follows：
Engineering, which lifts, uses 25t truck cranes, and the material of turnbuckle and other component selections is according to stressing conditions one
As select Q235B or Q345B.Component select different-thickness plank and the turnbuckle and round steel pipe of different model, I-steel,
Channel steel etc..
Beneficial effects of the present invention are as follows：
1, modularization operation greatly improves project progress (standard one blocks up 25m and grows tall 6m thickness 1m side walls normal construction 7
It), that guarantees both quality and quantity meets owner's construction period, and general conventional method needs 15 days or so.
2, engineering material selection is common easy to operate, and loss is small, and the number of turnover is more, and the materials such as 16# I-steel and 16# channel steels
Other part-to-item projects can be re-used for, sustainable development of constructing.
3, it is not required to split bolt or water-proof bolt, waterproof effect is greatly improved while economic and environment-friendly；According to 1 year fortune
Battalion as a result, in the case of 3.4 meters near water of side, the U-type groove of 1km long nowhere drainage.
In conclusion turnbuckle single side formwork erection proposed by the present invention tiltedly throws support arrangement and its construction method, turnbuckle
Single side formwork erection tiltedly throws support method and uses turnbuckle offer template anti-floating power, template precast spliced, optimizes the structure branch of template
It is logical effectively to overcome the quality such as swollen mould, spillage, the faulting of slab ends for tiltedly throwing that support system is generated by floating for support form and plate face system
Disease ensure that verticality, the flatness of wall.This construction technology is convenient, good economy performance, ensure that construction quality, greatly
Single side formwork erection support system is optimized, is a big innovation of single side upright mould process.
Although the present invention has been disclosed as a preferred embodiment, however, it is not to limit the invention.Skill belonging to the present invention
Has usually intellectual in art field, without departing from the spirit and scope of the present invention, when can be used for a variety of modifications and variations.Cause
This, the scope of protection of the present invention is defined by those of the claims.
Claims (10)
1. a kind of turnbuckle single side formwork erection tiltedly throws support arrangement, which is characterized in that including：
Side wall template is set on the outside of structure side wall；
Template press beam is set on the outside of the side wall template, and the upper and lower ends of the template press beam are solid by girt staking
It is fixed；
Steel pipe tiltedly throws support, and one end connects and reinforces the template press beam, and the other end is connected to bottom plate；
Anti-floating reinforcing steel bar ring, the pre-buried chamfering position for being set to bottom plate and structure side wall junction；
Turnbuckle connects the template press beam and pre-buried Anti-floating reinforcing steel bar ring, carries out vertically constraint and horizontal direction and reinforces again.
2. turnbuckle single side formwork erection according to claim 1 tiltedly throws support arrangement, which is characterized in that the side wall template is
Pass through the stupefied formation plate face system of steel and wood composite after bamboo slab rubber or the splicing outside the venue of wood glue plate.
3. turnbuckle single side formwork erection according to claim 2 tiltedly throws support arrangement, which is characterized in that the side wall template is adopted
With bamboo slab rubber or wood glue plate, first pass through butterfly again by being vertically spliced into the single template contour with wall, a handling in carpenter's canopy
Butterfly button lateral connection is big panel, and keel are stupefied using steel and wood composite, main stupefied using the lumps of wood, secondary stupefied using double joint steel pipe.
4. turnbuckle single side formwork erection according to claim 1 tiltedly throws support arrangement, which is characterized in that the template press beam is adopted
Use I-steel.
5. turnbuckle single side formwork erection according to claim 1 tiltedly throws support arrangement, which is characterized in that in the template press beam
Lower end is provided with channel steel, for reinforcing lateral stiffness.
6. turnbuckle single side formwork erection according to claim 1 tiltedly throws support arrangement, which is characterized in that outside the template press beam
Side be welded with angle steel so as to steel pipe tiltedly throw support be supported.
7. turnbuckle single side formwork erection according to claim 1 tiltedly throws support arrangement, which is characterized in that the steel pipe tiltedly throws support
Upper end is provided with adjustable support.
8. turnbuckle single side formwork erection according to claim 1 tiltedly throws support arrangement, which is characterized in that be arranged on the bottom plate
There is rafter foot muscle, tiltedly throwing support so as to steel pipe is supported.
9. turnbuckle single side formwork erection according to claim 1 tiltedly throws support arrangement, which is characterized in that the steel pipe tiltedly throws support
Quantity be 2.
10. a kind of turnbuckle single side formwork erection tiltedly throws support arrangement construction method, which is characterized in that include the following steps：
It carries out structure base slab to pour, pre-buried girt and Anti-floating reinforcing steel bar ring in chamfering position, and two rows is reserved tiltedly on bottom plate
Spike muscle；
By the stupefied formation plate face system of steel and wood composite after bamboo slab rubber or the splicing outside the venue of wood glue plate, side wall template is constituted；
I-steel is lifted as template press beam, first reinforces lateral stiffness with channel steel in I-steel upper and lower side, then uses pull rod water
It puts down to reinforcing；
According to structure height of side wall, in I-shaped, just twice steel pipe diagonal brace is arranged in outside, and welding angle steel is so as to steel pipe on the outside of I-steel
Support is adjusted in diagonal brace, the setting of steel pipe diagonal brace upper end；
It finally uses turnbuckle to be separately connected I-steel and pre-buried Anti-floating reinforcing steel bar ring up and down and carries out vertically that constraint and horizontal direction be again
Secondary reinforcing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810732783.0A CN108589767B (en) | 2018-07-05 | 2018-07-05 | Turnbuckle single-sided vertical die inclined throwing and supporting device and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810732783.0A CN108589767B (en) | 2018-07-05 | 2018-07-05 | Turnbuckle single-sided vertical die inclined throwing and supporting device and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108589767A true CN108589767A (en) | 2018-09-28 |
| CN108589767B CN108589767B (en) | 2024-05-17 |
Family
ID=63615444
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810732783.0A Active CN108589767B (en) | 2018-07-05 | 2018-07-05 | Turnbuckle single-sided vertical die inclined throwing and supporting device and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108589767B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629596A (en) * | 2019-01-09 | 2019-04-16 | 中国水利水电第八工程局有限公司 | Lid digs subway station side wall construction template system and construction method |
| CN110359708A (en) * | 2019-06-26 | 2019-10-22 | 五冶集团上海有限公司 | A kind of construction method adjusting outer wall template verticality |
| CN111622496A (en) * | 2020-06-22 | 2020-09-04 | 中国五冶集团有限公司 | Super large shear force wall unilateral template reinforced structure |
| CN115059298A (en) * | 2022-03-28 | 2022-09-16 | 中国十七冶集团有限公司 | Aluminum alloy formwork fast leveling and reinforcing integral mounting and dismounting structure and construction method |
| CN115162405A (en) * | 2022-07-12 | 2022-10-11 | 中国二十冶集团有限公司 | Anti reinforced structure that floats of basement sump pit, elevartor shaft template |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2793154Y (en) * | 2005-05-31 | 2006-07-05 | 台州市椒江区水利局 | Light sliding steel door |
| CN102286920A (en) * | 2010-06-18 | 2011-12-21 | 五冶集团上海有限公司 | Floating resistance device for inner mold of box beam |
| CN105926929A (en) * | 2014-10-15 | 2016-09-07 | 中铁四局集团有限公司 | Pouring construction method of straight wall concrete |
| CN106193118A (en) * | 2015-12-24 | 2016-12-07 | 蒋树磊 | Open trench tunnel agent structure tall and big side wall one side formwork erection and construction technology thereof |
| KR101709235B1 (en) * | 2016-07-05 | 2017-03-09 | 시지이엔씨주식회사 | Formwork structure using plastic formwork panel |
| CN106677533A (en) * | 2017-01-17 | 2017-05-17 | 上海建工建集团有限公司 | Basement exterior wall single-side formwork supporting system and method |
| CN206722404U (en) * | 2017-03-30 | 2017-12-08 | 中建五局第三建设有限公司 | Horizontal reinforcing apparatus of narrow end wall unilateral formwork |
| CN208563367U (en) * | 2018-07-05 | 2019-03-01 | 上海市机械施工集团有限公司 | A kind of single side formwork erection tiltedly throws support arrangement |
-
2018
- 2018-07-05 CN CN201810732783.0A patent/CN108589767B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2793154Y (en) * | 2005-05-31 | 2006-07-05 | 台州市椒江区水利局 | Light sliding steel door |
| CN102286920A (en) * | 2010-06-18 | 2011-12-21 | 五冶集团上海有限公司 | Floating resistance device for inner mold of box beam |
| CN105926929A (en) * | 2014-10-15 | 2016-09-07 | 中铁四局集团有限公司 | Pouring construction method of straight wall concrete |
| CN106193118A (en) * | 2015-12-24 | 2016-12-07 | 蒋树磊 | Open trench tunnel agent structure tall and big side wall one side formwork erection and construction technology thereof |
| KR101709235B1 (en) * | 2016-07-05 | 2017-03-09 | 시지이엔씨주식회사 | Formwork structure using plastic formwork panel |
| CN106677533A (en) * | 2017-01-17 | 2017-05-17 | 上海建工建集团有限公司 | Basement exterior wall single-side formwork supporting system and method |
| CN206722404U (en) * | 2017-03-30 | 2017-12-08 | 中建五局第三建设有限公司 | Horizontal reinforcing apparatus of narrow end wall unilateral formwork |
| CN208563367U (en) * | 2018-07-05 | 2019-03-01 | 上海市机械施工集团有限公司 | A kind of single side formwork erection tiltedly throws support arrangement |
Non-Patent Citations (1)
| Title |
|---|
| 沈从周: "《建筑安装工程质量监控与通病防治全书 第四册》", 31 October 1999, 中国建材工业出版社, pages: 697 - 698 * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629596A (en) * | 2019-01-09 | 2019-04-16 | 中国水利水电第八工程局有限公司 | Lid digs subway station side wall construction template system and construction method |
| CN110359708A (en) * | 2019-06-26 | 2019-10-22 | 五冶集团上海有限公司 | A kind of construction method adjusting outer wall template verticality |
| CN111622496A (en) * | 2020-06-22 | 2020-09-04 | 中国五冶集团有限公司 | Super large shear force wall unilateral template reinforced structure |
| CN115059298A (en) * | 2022-03-28 | 2022-09-16 | 中国十七冶集团有限公司 | Aluminum alloy formwork fast leveling and reinforcing integral mounting and dismounting structure and construction method |
| CN115162405A (en) * | 2022-07-12 | 2022-10-11 | 中国二十冶集团有限公司 | Anti reinforced structure that floats of basement sump pit, elevartor shaft template |
| CN115162405B (en) * | 2022-07-12 | 2024-01-16 | 中国二十冶集团有限公司 | Basement sump pit, lift well template anti-floating reinforced structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108589767B (en) | 2024-05-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108589767A (en) | A kind of turnbuckle single side formwork erection tiltedly throws support arrangement and its construction method | |
| CN108678258B (en) | Large-span hemispherical reinforced concrete dome structure and construction method thereof | |
| CN103821364B (en) | The construction method of reinforced concrete water pond | |
| CN103615110B (en) | Random oblique netted nine-squares beam Hyperbolic Roof construction method | |
| CN105220808B (en) | Large-span prestressed arch bar in-situ precast construction method of installation | |
| CN208455910U (en) | Large-span hemispherical reinforced concrete dome structure and template system thereof | |
| CN103590486B (en) | Anti-seismic energy saving three-dimensional mortise and tenon joint net fixing one-piece cast building structure and construction method | |
| CN101538907B (en) | Construction method for building concrete superface with surface modeling | |
| CN106836463A (en) | The constructing device and construction method of cushion cap and ground girder construction | |
| CN106677533A (en) | Basement exterior wall single-side formwork supporting system and method | |
| CN103806647A (en) | Assembly and disassembly process for large-span concrete bidirectional dense rib beam formwork case | |
| CN208563367U (en) | A kind of single side formwork erection tiltedly throws support arrangement | |
| CN213979033U (en) | Concrete gravity retaining wall unilateral formwork fixed knot constructs | |
| CN111364508A (en) | Method for reinforcing inner support of large underground comprehensive pipe gallery without external formwork wall plate | |
| CN102677895A (en) | Suspended formwork pouring method for concrete foundation steps | |
| CN110158951A (en) | A kind of frame structure wooden template construction method entirely | |
| CN101886470B (en) | Construction method of exposed concrete ribbed beams | |
| CN108560587A (en) | A kind of cave type prefabrication and assembly construction pipe gallery and installation method | |
| CN205558264U (en) | Space reentrant corner system of clear water inclined wall switching clear water swash plate | |
| CN112411597A (en) | Construction method of side formwork of underground bearing platform | |
| CN201902018U (en) | Double-layer template installing structure on slope concrete roof | |
| CN206529881U (en) | The constructing device of cushion cap and ground girder construction | |
| CN210195350U (en) | Assembled public toilet | |
| CN210002862U (en) | adjacent existing basement outer wall unilateral formwork system | |
| CN212175531U (en) | Steel pipe keel structure for super-thick concrete top plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |