CN109736563A - A kind of the rigid-flexibility transition mould and application method of large size template - Google Patents
A kind of the rigid-flexibility transition mould and application method of large size template Download PDFInfo
- Publication number
- CN109736563A CN109736563A CN201910155526.XA CN201910155526A CN109736563A CN 109736563 A CN109736563 A CN 109736563A CN 201910155526 A CN201910155526 A CN 201910155526A CN 109736563 A CN109736563 A CN 109736563A
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- Prior art keywords
- rubber
- jumping formwork
- pouch
- hydraulic pressure
- jumping
- 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
- 238000000034 method Methods 0.000 title claims abstract description 10
- 230000007704 transition Effects 0.000 title claims abstract description 9
- 238000009415 formwork Methods 0.000 claims abstract description 95
- 230000009191 jumping Effects 0.000 claims abstract description 93
- 230000002787 reinforcement Effects 0.000 claims abstract description 49
- 239000004567 concrete Substances 0.000 claims abstract description 44
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 38
- 239000010959 steel Substances 0.000 claims abstract description 38
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 37
- 238000005266 casting Methods 0.000 claims abstract description 22
- 229910052742 iron Inorganic materials 0.000 claims abstract description 18
- 210000003205 muscle Anatomy 0.000 claims abstract description 12
- 239000002689 soil Substances 0.000 claims abstract description 9
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 12
- 239000003292 glue Substances 0.000 claims description 6
- 230000037452 priming Effects 0.000 claims description 5
- 229920000297 Rayon Polymers 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 3
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 238000010068 moulding (rubber) Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 239000004540 pour-on Substances 0.000 claims 1
- 230000015271 coagulation Effects 0.000 abstract description 7
- 238000005345 coagulation Methods 0.000 abstract description 7
- 230000007547 defect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007665 sagging Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to concrete works mould plate technique fields, refer in particular to a kind of location structure rigid-flexibility transition mould of large-scale template, including jumping formwork positioning component, unidirectional rigidity reinforcement rubber form, rubber hydraulic pressure pouch and pouch load fashioned iron, jumping formwork positioning component is fixed on the tapered cup nut on previous casting concrete and tail muscle, pouch load fashioned iron is fixed on jumping formwork positioning component, unidirectional rigidity reinforcement rubber form and rubber hydraulic pressure pouch are set in pouch load fashioned iron, unidirectional rigidity reinforcement rubber form side setting Nian Jie with rubber hydraulic pressure pouch, the unidirectional rigidity reinforcement rubber form other side is correspondingly arranged with large-scale steel form.The present invention uses such structure setting, effectively makes between secondary template and a concrete that there is no gaps, thus situations such as avoiding second coagulation soil spillage, faulting of slab ends generation, and then guarantee the quality of concrete.
Description
Technical field
The present invention relates to concrete works mould plate technique field, rigid-flexibility transition mould and the user of a kind of large-scale template are refered in particular to
Method.
Background technique
For tall and big reinforced concrete structure, in construction, generic hierarchical is constructed, using large sizes such as cantilever jumping formworks
Steel form, since the rigidity of template is big, when pouring two layers and two layers or more concrete due to error existing for template itself, steel
It is difficult the concrete surface that complete closely sealed first time pours on the downside of template, between existing between secondary template and a concrete
Gap, influences the quality of concrete at the defects of causing second coagulation soil spillage, faulting of slab ends.
Summary of the invention
In view of the deficiencies of the prior art, the present invention provides the location structure and application method of a kind of large-scale template, can have
Effect makes between secondary template and a concrete that there is no gaps, thus situations such as avoiding second coagulation soil spillage, faulting of slab ends hair
It is raw, and then guarantee the quality of concrete.
To achieve the goals above, the technical solution that the present invention applies is as follows:
A kind of location structure of large size template, including jumping formwork positioning component, unidirectional rigid reinforcement rubber form, rubber
Hydraulic pressure pouch and pouch load fashioned iron, jumping formwork positioning component are fixed on tapered cup nut and tail on previous casting concrete
On muscle, pouch load fashioned iron is fixed on jumping formwork positioning component, unidirectional rigidity reinforcement rubber form and rubber hydraulic pressure pouch
In pouch load fashioned iron, unidirectionally rigidity reinforcement rubber form side setting Nian Jie with rubber hydraulic pressure pouch, unidirectional rigidity adds
The muscle rubber form other side is correspondingly arranged with large-scale steel form.
The jumping formwork positioning component includes jumping formwork A-frame, the support of jumping formwork spiral, jumping formwork backrest
With jumping formwork large form, jumping formwork backrest is fixedly connected with jumping formwork large form, and is set to jumping formwork triangle vertically
On bracket, jumping formwork spiral supports one end and is connected in jumping formwork backrest, and the jumping formwork spiral support other end, which is connected to, to climb
On template A-frame, jumping formwork A-frame is fixed on the tapered cup nut on previous casting concrete and tail muscle, and
The side of the side of jumping formwork A-frame and previous casting concrete and be correspondingly arranged.
The unidirectional rigid reinforcement rubber form includes junction steel plate, support lug, support hinge shaft bar, reinforcement steel plate and rubber
Glue, junction steel plate are fixed on the bottom of jumping formwork large form by connecting bolt, and support lug is fixed on junction steel plate,
Reinforcement steel plate is linked by support hinge shaft bar in support lug, and is rolled into overall structure by the way that rubber is cementing.
The rubber hydraulic pressure pouch is equipped with priming valve using the bag shaped structure for adding cloth rubber to be made into, rubber hydraulic pressure pouch
Door.
It is a kind of large size template location structure, application method the following steps are included:
1) pouch load fashioned iron, jumping formwork large form and jumping formwork backrest are welded；
2) with viscose glue mode that the rubber hydraulic pressure pouch processed is cementing behind unidirectional rigid reinforcement rubber form；
3) by the junction steel plate of unidirectional rigid reinforcement rubber form together with connection bolt, support lug, the support being welded
Hinge shaft bar is fabricated to rubber slab by rubber in rubber molding plant with reinforcement steel plate；
4) the unidirectional rigid reinforcement rubber form processed is fixed on to the bottom of jumping formwork large form with connection bolt；
5) pre-buried tapered cup nut and tail when assembled good jumping formwork positioning component being hung over previous casting concrete
On muscle；
6) it utilizes and the side of jumping formwork large form is poured into coagulation with previous by adjusting jumping formwork spiral support realization
The sided linear of soil positions setting, and large-scale steel form is close to previous casting concrete face to realize, then passes through priming valve
Door injection pressure water into rubber hydraulic pressure pouch, observe unidirectional rigid reinforcement rubber form whether be fitted tightly over it is previous pour it is mixed
On solidifying soil face, hydraulic pressure control checks whether jumping formwork large form and reinforcement rubber form have broken line in 0.3Mpa or so, such as
Have, then by adjusting adjusting, jumping formwork spiral is supportted or hydraulic pressure makes large-scale steel form retreat or advance；
It 7), can concrete in formwork for placing after large-scale steel form installs.
The invention has the advantages that:
The present invention provides rigid environment by pouch load fashioned iron for rubber hydraulic pressure pouch side, and rubber hydraulic pressure pouch is another
Side provides balanced extruding force for unidirectional rigid reinforcement rubber form, makes the flat of unidirectional rigid reinforcement rubber form and large-scale steel form
The holding of whole degree flushes, and makes between secondary template and a concrete that there is no gaps, to avoid second coagulation soil spillage
It happens, and then guarantees the quality of concrete.
Detailed description of the invention
Fig. 1 is overall structure main view of the present invention；
Fig. 2 is Fig. 1 side view；
Fig. 3 is location A enlarged drawing in Fig. 2；
Fig. 4 is unidirectional rigid reinforcement rubber form plane perspective view；
Fig. 5 is the position B-B cross-sectional view in Fig. 4.
1. previous casting concrete；2. jumping formwork A-frame；3. jumping formwork spiral supports；4. jumping formwork backrest；
5. jumping formwork large form；6. tapered cup nut and tail muscle；7. unidirectional rigidity reinforcement rubber form；8. rubber hydraulic pressure pouch；9.
Pouch load fashioned iron；10. junction steel plate；11. support lug；12. support hinge shaft bar；13. reinforcement steel plate；14. connecting bolt；
15. rubber.
Specific embodiment
Technical solution of the present invention is illustrated with embodiment with reference to the accompanying drawing.
As shown in Figures 1 to 5, the location structure of a kind of large-scale template of the present invention, including jumping formwork positioning component,
Unidirectional rigidity reinforcement rubber form 7, rubber hydraulic pressure pouch 8 and pouch load fashioned iron 9, jumping formwork positioning component is fixed on previous
On tapered cup nut and tail muscle 6 on casting concrete 1, pouch load fashioned iron 9 is fixed on jumping formwork positioning component, unidirectionally
Rigid reinforcement rubber form 7 is set in pouch load fashioned iron 9 with rubber hydraulic pressure pouch 8, unidirectional 7 side of rigidity reinforcement rubber form
Setting Nian Jie with rubber hydraulic pressure pouch 8, unidirectional 7 other side of rigidity reinforcement rubber form are correspondingly arranged with large-scale steel form.More than
It is described to constitute basic structure of the present invention.
Using such structure setting, working principle: being that 8 side of rubber hydraulic pressure pouch mentions by pouch load fashioned iron 9
For rigid environment, 8 other side of rubber hydraulic pressure pouch is that unidirectional rigid reinforcement rubber form 7 provides balanced extruding force, is made unidirectional rigid
Property reinforcement rubber form 7 flushed with the holding of the flatness of large-scale steel form, make to deposit between secondary template and a concrete
In gap, thus the case where avoiding second coagulation soil spillage generation, and then guarantee the quality of concrete.
In practical application, rubber hydraulic pressure pouch 8 of the present invention can generate equilibrium to unidirectional rigid reinforcement rubber form 7
Horizontal force, the horizontal force can squeeze unidirectional rigid reinforcement rubber form 7 and are fitted on the faying surface of concrete completely, avoid generating
The mass defects such as concrete faulting of slab ends.
In practical application, large-scale steel form of the present invention is in use, robber cement pressure 8 hydraulic pressure tune of pouch should be carried out first
Examination, debugging principle is stood upright on large-scale steel form on previous 1 wall of casting concrete, and large-scale steel form is fixed, and is checked
Whether the flatness of unidirectional rigidity reinforcement rubber form 7 and large-scale steel form meets the requirements, by adjusting rubber hydraulic pressure pouch 8 and
Until the flatness of large-scale steel form meets the requirements.
In practical application, large-scale steel form of the present invention can be cantilever jumping formwork, be also possible to other large sizes
Steel form.
More specifically, the jumping formwork positioning component include jumping formwork A-frame 2, jumping formwork spiral support 3,
Jumping formwork backrest 4 and jumping formwork large form 5, jumping formwork backrest 4 are fixedly connected with jumping formwork large form 5, and vertical
On jumping formwork A-frame 2, jumping formwork spiral supports 3 one end and is connected in jumping formwork backrest 4, jumping formwork spiral
It supports 3 other ends to be connected on jumping formwork A-frame 2, jumping formwork A-frame 2 is fixed on previous casting concrete 1
On tapered cup nut and tail muscle 6, and the side of the side of jumping formwork A-frame 2 and previous casting concrete 1 and be correspondingly arranged.
Using such structure setting, 3, jumping formwork backrest are supportted by jumping formwork A-frame 2, jumping formwork spiral
4 one location structure of composition corresponding with jumping formwork large form 5 are realized by adjusting jumping formwork spiral support 3 by jumping formwork
The sided linear of the side of large form 5 and previous casting concrete 1, which positions, to be arranged, convenient for the secondary concrete poured side with
The side of previous casting concrete 1 keeps flushing.
In practical application, unidirectional rigid reinforcement rubber form 7 of the present invention, rubber hydraulic pressure pouch 8, pouch force-bearing type
Steel 9 is isometric, the width equidimension with jumping formwork large form 5.
More specifically, the unidirectional rigid reinforcement rubber form 7 includes junction steel plate 10, support lug 11, support strand
Shaft 12, reinforcement steel plate 13 and rubber 15, the bottom that junction steel plate 10 is fixed on jumping formwork large form 5 by connecting bolt 14
On, support lug 11 is fixed on junction steel plate 10, and reinforcement steel plate 13 is linked by support hinge shaft bar 12 in support lug 11,
And overall structure is rolled by the way that rubber 15 is cementing.
Using such structure setting, unidirectional rigid reinforcement rubber form 7 is positioned at by the mould that climbs by connection bolt 14
On the bottom of plate large form, effectively reinforce unidirectional rigid reinforcement rubber form 7 by the vertically arranged reinforcement steel plate 13 of muti-piece
Whole vertical rigidity.
In practical application, unidirectional rigid reinforcement rubber form 7 of the present invention has unidirectional rigidity, another to then rigidity
Small, unidirectional rigidity reinforcement rubber form 7 vertically placed numerous reinforcement steel plates 13 in template in production, have template
Biggish vertical rigidity, horizontal direction then without increasing any rigid substance, have unidirectional rigid reinforcement rubber form 7 in horizontal direction
There is preferable flexibility, behind under the counterpressure effect of rubber hydraulic pressure pouch 8, unidirectional 7 plate face of rigidity reinforcement rubber form
It can tightly be fitted on previous 1 face of casting concrete, to eradicate the spillage sagging and faulting of slab ends defect of second coagulation soil, can have
Effect improves the presentation quality of concrete.
More specifically, the rubber hydraulic pressure pouch 8 is using the bag shaped structure for adding cloth rubber to be made into, rubber hydraulic pressure pouch
8 are equipped with priming valve door.
It is a kind of large size template location structure, application method the following steps are included:
1) pouch load fashioned iron 9, jumping formwork large form 5 and jumping formwork backrest 4 are welded；
2) with viscose glue mode that the rubber hydraulic pressure pouch 8 processed is cementing after unidirectional rigid reinforcement rubber form (7)
Face；
3) by the junction steel plate 10 of unidirectional rigid reinforcement rubber form 7 together be welded connection bolt 14, support lug
11, support hinge shaft bar 12 is fabricated to rubber slab by rubber 15 in rubber molding plant with reinforcement steel plate 13；
4) the unidirectional rigid connection bolt 14 of reinforcement rubber form 7 processed is fixed on jumping formwork large form 5
Bottom；
5) pre-buried tapered cup nut and tail when assembled good jumping formwork positioning component being hung over previous casting concrete 1
On muscle 6；
6) using by adjust jumping formwork spiral support 3 realize by the side of jumping formwork large form 5 with it is previous pour it is mixed
Solidifying native 1 sided linear positions setting, large-scale steel form is close to previous 1 face of casting concrete to realize, then by adding
Penstock injection pressure water into rubber hydraulic pressure pouch 8, it is previous whether the unidirectional rigid reinforcement rubber form 7 of observation is fitted tightly over
On 1 face of casting concrete, hydraulic pressure control checks whether jumping formwork large form 5 has with reinforcement rubber form 7 in 0.3Mpa or so
Broken line, if any, then by adjusting adjust jumping formwork spiral support 3 or hydraulic pressure make large-scale steel form retreat or advance；
7) after large-scale steel form installs, concrete thereon can be poured.
The above technical solution in the embodiment of the present invention is described, but the invention is not limited to above-mentioned specific
Embodiment, the above mentioned embodiment is only schematical, rather than restrictive, those skilled in the art
Under the inspiration of the present invention, without breaking away from the scope protected by the purposes and claims of the present invention, it can also make very much
Form, within these are all belonged to the scope of protection of the present invention.
Claims (5)
1. a kind of rigid-flexibility transition mould of large size template, it is characterised in that: including jumping formwork positioning component, unidirectional rigid reinforcement rubber
Glue pattern plate (7), rubber hydraulic pressure pouch (8) and pouch load fashioned iron (9), the jumping formwork positioning component are fixed on previous pour
On tapered cup nut and tail muscle (6) on concrete (1), the pouch load fashioned iron (9) is fixed on jumping formwork positioning component
On, the unidirectional rigid reinforcement rubber form (7) and rubber hydraulic pressure pouch (8) are set in pouch load fashioned iron (9), described unidirectional
Rigid reinforcement rubber form (7) side setting Nian Jie with rubber hydraulic pressure pouch (8), the unidirectional rigid reinforcement rubber form (7)
The other side is correspondingly arranged with large-scale steel form.
2. a kind of rigid-flexibility transition mould of large-scale template according to claim 1, it is characterised in that: the jumping formwork positioning
Component includes jumping formwork A-frame (2), jumping formwork spiral support (3), jumping formwork backrest (4) and jumping formwork large form
(5), the jumping formwork backrest (4) is fixedly connected with jumping formwork large form (5), and is set to jumping formwork A-frame vertically
(2) on, the jumping formwork spiral support (3) one end is connected on jumping formwork backrest (4), and the jumping formwork spiral supports (3)
The other end is connected on jumping formwork A-frame (2), and the jumping formwork A-frame (2) is fixed on previous casting concrete
(1) on the tapered cup nut and tail muscle (6) on, and the side of jumping formwork A-frame (2) and previous casting concrete (1)
Side and be correspondingly arranged.
3. a kind of rigid-flexibility transition mould of large-scale template according to claim 1, it is characterised in that: the unidirectional rigid reinforcement
Rubber form (7) includes junction steel plate (10), support lug (11), support hinge shaft bar (12), reinforcement steel plate (13) and rubber
(15), the junction steel plate (10) is fixed on the bottom of jumping formwork large form (5) by connecting bolt (14), the support
Otic placode (11) is fixed on junction steel plate (10), and the reinforcement steel plate (13) is linked by support hinge shaft bar (12) in support lug
(11) on, and overall structure is rolled by the way that rubber (15) are cementing.
4. a kind of rigid-flexibility transition mould of large-scale template according to claim 1, it is characterised in that: the rubber hydraulic pressure pouch
(8) using the bag shaped structure for adding cloth rubber to be made into, the rubber hydraulic pressure pouch (8) is equipped with priming valve door.
5. a kind of rigid-flexibility transition mould of large-scale template according to claims 1 to 4, application method the following steps are included:
1) pouch load fashioned iron (9), jumping formwork large form (5) and jumping formwork backrest (4) are welded；
2) with viscose glue mode that the rubber hydraulic pressure pouch (8) processed is cementing behind unidirectional rigid reinforcement rubber form (7)；
3) by the junction steel plate (10) of unidirectionally rigid reinforcement rubber form (7) together with connection bolt (14), the support ear being welded
Plate (11), support hinge shaft bar (12) and reinforcement steel plate (13) pass through rubber (15) in rubber molding plant and are fabricated to rubber slab；
4) the unidirectional rigid reinforcement rubber form (7) processed is fixed on jumping formwork large form (5) with connection bolt (14)
Bottom；
5) pre-buried tapered cup nut and tail muscle when assembled good jumping formwork positioning component being hung over previous casting concrete (1)
(6) on；
6) using by adjust jumping formwork spiral support (3) realize by the side of jumping formwork large form (5) with it is previous pour it is mixed
The sided linear of solidifying soil (1) positions setting, and large-scale steel form is close to previous casting concrete (1) face to realize, is then led to
Priming valve door is crossed to the interior injection pressure water of rubber hydraulic pressure pouch (8), observes whether unidirectional rigid reinforcement rubber form (7) closely pastes
It closes on previous casting concrete (1) face, hydraulic pressure control checks jumping formwork large form (5) and reinforcement rubber in 0.3Mpa or so
Whether glue pattern plate (7) has broken line, if any after then making large-scale steel form by adjusting adjusting jumping formwork spiral support (3) or hydraulic pressure
It moves back or advances；
It 7), can concrete in formwork for placing after large-scale steel form installs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910155526.XA CN109736563B (en) | 2019-03-01 | 2019-03-01 | Rigid-flexible transition die of large-scale die plate and application method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910155526.XA CN109736563B (en) | 2019-03-01 | 2019-03-01 | Rigid-flexible transition die of large-scale die plate and application method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109736563A true CN109736563A (en) | 2019-05-10 |
| CN109736563B CN109736563B (en) | 2024-04-16 |
Family
ID=66369005
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910155526.XA Active CN109736563B (en) | 2019-03-01 | 2019-03-01 | Rigid-flexible transition die of large-scale die plate and application method |
Country Status (1)
| Country | Link |
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| CN (1) | CN109736563B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409796A (en) * | 2019-07-23 | 2019-11-05 | 中交第二航务工程勘察设计院有限公司 | A kind of permeable steel template structure and construction method |
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| CN101525871A (en) * | 2009-04-17 | 2009-09-09 | 广西壮族自治区水电工程局 | Multifunctional complete cantilever form and concrete pouring method thereby |
| CN201411657Y (en) * | 2009-04-17 | 2010-02-24 | 广西壮族自治区水电工程局 | Multifunctional wholly-cantilevered template for concrete pouring |
| CN201437641U (en) * | 2009-07-31 | 2010-04-14 | 中冶集团华冶资源开发有限责任公司 | Formwork fixing device |
| WO2013185277A1 (en) * | 2012-06-11 | 2013-12-19 | 浙江省建工集团有限责任公司 | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure |
| CN104878766A (en) * | 2015-05-28 | 2015-09-02 | 南京明辉建设有限公司 | Long side slope protection concrete continuous rapid pouring and form-drawing system and construction method |
| CN106194250A (en) * | 2016-06-22 | 2016-12-07 | 西安科技大学 | A kind of gob-side entry retaining concrete filling wall annular air-pocket template |
| CN206000175U (en) * | 2016-07-26 | 2017-03-08 | 湖南五新模板有限公司 | Template and the flexible overlap joint component between casting concrete |
| CN210002867U (en) * | 2019-03-01 | 2020-01-31 | 中交第二航务工程勘察设计院有限公司 | Rigidity-flexibility transition mould of large-scale templates |
-
2019
- 2019-03-01 CN CN201910155526.XA patent/CN109736563B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101525871A (en) * | 2009-04-17 | 2009-09-09 | 广西壮族自治区水电工程局 | Multifunctional complete cantilever form and concrete pouring method thereby |
| CN201411657Y (en) * | 2009-04-17 | 2010-02-24 | 广西壮族自治区水电工程局 | Multifunctional wholly-cantilevered template for concrete pouring |
| CN201437641U (en) * | 2009-07-31 | 2010-04-14 | 中冶集团华冶资源开发有限责任公司 | Formwork fixing device |
| WO2013185277A1 (en) * | 2012-06-11 | 2013-12-19 | 浙江省建工集团有限责任公司 | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure |
| CN104878766A (en) * | 2015-05-28 | 2015-09-02 | 南京明辉建设有限公司 | Long side slope protection concrete continuous rapid pouring and form-drawing system and construction method |
| CN106194250A (en) * | 2016-06-22 | 2016-12-07 | 西安科技大学 | A kind of gob-side entry retaining concrete filling wall annular air-pocket template |
| CN206000175U (en) * | 2016-07-26 | 2017-03-08 | 湖南五新模板有限公司 | Template and the flexible overlap joint component between casting concrete |
| CN210002867U (en) * | 2019-03-01 | 2020-01-31 | 中交第二航务工程勘察设计院有限公司 | Rigidity-flexibility transition mould of large-scale templates |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409796A (en) * | 2019-07-23 | 2019-11-05 | 中交第二航务工程勘察设计院有限公司 | A kind of permeable steel template structure and construction method |
| CN110409796B (en) * | 2019-07-23 | 2024-04-30 | 中交第二航务工程勘察设计院有限公司 | Water-permeable steel template structure and construction method |
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| Publication number | Publication date |
|---|---|
| CN109736563B (en) | 2024-04-16 |
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