CN107386327A - U-type groove side wall no pulling rod formwork integrated with barricade and the faced wall being made up of the template - Google Patents
U-type groove side wall no pulling rod formwork integrated with barricade and the faced wall being made up of the template Download PDFInfo
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- CN107386327A CN107386327A CN201710656707.1A CN201710656707A CN107386327A CN 107386327 A CN107386327 A CN 107386327A CN 201710656707 A CN201710656707 A CN 201710656707A CN 107386327 A CN107386327 A CN 107386327A
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- pulling rod
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- 238000009415 formwork Methods 0.000 title claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 66
- 239000010959 steel Substances 0.000 claims abstract description 66
- 238000010276 construction Methods 0.000 claims abstract description 20
- 239000000203 mixture Substances 0.000 claims abstract description 5
- 238000000034 method Methods 0.000 claims description 14
- 230000008569 process Effects 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 238000007596 consolidation process Methods 0.000 claims description 8
- 210000003205 muscle Anatomy 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 3
- 238000007667 floating Methods 0.000 claims description 3
- 238000000338 in vitro Methods 0.000 claims description 3
- 125000006850 spacer group Chemical group 0.000 claims description 3
- 238000013461 design Methods 0.000 claims description 2
- 230000010354 integration Effects 0.000 claims description 2
- 238000003892 spreading Methods 0.000 claims description 2
- 230000007480 spreading Effects 0.000 claims description 2
- 238000005728 strengthening Methods 0.000 claims description 2
- 230000002708 enhancing effect Effects 0.000 claims 1
- 239000004540 pour-on Substances 0.000 claims 1
- 230000008901 benefit Effects 0.000 abstract description 4
- 230000005540 biological transmission Effects 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 5
- 238000000465 moulding Methods 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000012938 design process Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000001360 synchronised effect Effects 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
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
- E02D29/05—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench
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- 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
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0007—Production methods using a mold
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of U-type groove side wall no pulling rod formwork integrated with barricade and the faced wall being made up of the template, the template utilizes the combined steel template being symmetrically mounted on the embedded bar of U-type groove section bottom plate chamfering both sides, coordinate the pre-buried supporting wooden core at retaining wall, supported using steel form top body outside link and skewed horizontal load in the unilateral brace on bottom plate, realize the synergy of template system, the combination one face faced wall of composition of the polylith template can also be passed through simultaneously, the template realizes that side wall is molded with barricade one-time-concreting, avoid construction joint leakage hidden trouble and scaffold building problem caused by the secondary construction of retaining wall, with structure without pull bar passage, speed of application is fast, Stability Analysis of Structures, overall deformation is small, it is convenient to assemble and disassemble, rod member performance plays the advantages that abundant.
Description
Technical field
The present invention relates to a kind of U-type groove side wall no pulling rod formwork integrated with barricade and the faced wall being made up of the template.
Background technology
In recent years, as urban construction scale is increasing, city track traffic engineering flourishes, its reason of constructing
Read, construction technology is also constantly being improved, improved.Because concrete structure self-waterproofing is always the core of Waterproofing Technology of Underground Works
Heart key element, and non-strut construction can avoid forming penetrating passage in structural concrete in pull bar, reduce structure leak
Probability of happening, at leisure into the direction of Development of Underground Engineering.
Integration project situation of the present invention have extensively studied " U-type groove side wall is integrated with barricade, non-strut construction " technology, solution
Determine the problem of traditional main body side wall leakiness water brought using Screw arbor with nut at both-ends construction technology, while main body side wall and retaining wall
Integrated non-strut construction, also solve retaining wall need to set up work high above the ground scaffold carry out safety that secondary formwork erection pours and
Duration problem, also solve retaining wall itself and use Screw arbor with nut at both-ends seepy question, embody Modern Construction theory and construction skill
Art is horizontal, achieves good economy and social benefit.
The content of the invention
The present invention seeks to：There are pull bar, retaining wall to need the situation of secondary construction for conventional u-shaped groove, there is provided one kind is cut
Real feasible U-type groove side wall no pulling rod formwork integrated with barricade and the faced wall being made up of the template, the template directly utilize
Template stiffness by itself and stability, cancel the use of falsework and structure draw-in bar, lamps structure is without pull bar passage, speed of application
It hurry up, Stability Analysis of Structures, overall deformation are small, convenient to assemble and disassemble, rod member performance plays the advantages that abundant.
The technical scheme is that：A kind of U-type groove side wall no pulling rod formwork integrated with barricade, installed in bottom plate chamfering
On the embedded bar of both sides, it is characterised in that including the two pieces of combined steel arranged in opposite directions panels, every piece of combined steel panel
It is provided with that quantity is identical and at least two perpendicular stupefied in the same position in outside, every is erected stupefied bottom and is support on bottom plate
On the embedded bar of chamfering, meanwhile, the perpendicular stupefied top of same position is consolidated with to pull bar on different masses combined steel template,
Also, the top on the inside of one piece of combined steel panel is fitted with the wooden core of a cuboid wherein, described rectangular by setting
The wooden core of body can pour the barricade outpoured with side wall disjunctor, meanwhile, every in another piece of combined steel panel is erected on stupefied
A brace being connected with earth anchor is provided with, is supported by the setting of brace described perpendicular stupefied so as to supporting the template.
Further, the combined steel panel is connected by least one block of steel plate, with steel plate and quantity is more than or equal to institute
The channel-section steel for stating steel plate and the top angle composition for wrapping up the side edge of steel plate, the steel plate are used with channel-section steel and are welded and fixed, meanwhile,
When including plurality of steel plates, it can be bolted between the steel plate to carry out assembling combination, be pressed in actual casting process
Need assembly, convenient construction.
Further, the combined steel panel and it is perpendicular it is stupefied between be fixed with bolts, for strengthening the whole of template
Body rigidity, meanwhile, described erect is welded with otic placode on stupefied, to bracing diagonal.
Further, the perpendicular stupefied bottom is support on the embedded bar with first pouring section side wall, and the embedded bar is actual
It is made up of straight reinforcing bar two parts of I types of spreading after a pre-buried L-type steel muscle and one；According to design, pour synchronous during bottom plate
Side wall is poured to the upward 30cm of bottom plate chamfering, the now pre-buried L-type embedded bar, L-type embedded bar short side drawknot is in side
On wall reinforcing bar, a matched straight screw sleeve is screwed in the end of long side in advance, and sleeve screw-in depth is grown for half silk tooth
Degree, sleeve free end is close to after being sealed with protection cap first pours on section side wall side form, opens the protection cap after form removal, then screw in
Supporting I steel bars, as bottom pull bar, the no pulling rod formwork is directly seated on the pull bar formed by supporting reinforcing bar, should
Supporting reinforcing bar is as bottom pull bar, and both supporting template self gravitation, resisted the horizontal pressure force in concreting process again；It is described
Using being consolidated in vitro to pull bar, this often holds to pull bar forms by 2 relative sleeves tightened, and can erect template at perpendicular stupefied top
Stupefied consolidation, the horizontal pressure force in concreting process undertake with template power of toppling by the external pull bar, have power transmission on the way
The characteristics of footpath is clear and definite, convenient disassembly.
Further, the perpendicular stupefied bottom is support on the embedded bar of bottom plate chamfering, and the embedded bar end is adopted
Fixed with straight screw sleeve, using being consolidated in vitro to pull bar, this is tightened relatively to pull bar both ends by two at the perpendicular stupefied top
Nut forms the effect of firm knot, and the horizontal pressure force in concreting process undertakes by pull bar, have i.e. pressure transmission power pass again pulling force,
The characteristics of force path is clear and definite, convenient disassembly.
Further, it is connected between the template and earth anchor by brace integral, strengthens template resistance to overturning, together
When, the brace is made up of steel pipe and both ends adjustable length screw mandrel, and the adjustable length screw mandrel bottom is consolidated with earth anchor pin joint
It is fixed, fixed at the top of the adjustable length screw mandrel with erecting stupefied otic placode pin joint, by adjusting the adjustable length screw mandrel length school
Positive template perpendicularity.
Further, heretofore described earth anchor is made up of bottom plate embedded bar, earth anchor steel plate and bearing pin, described pre-buried
With earth anchor steel plate using being welded and fixed, brace axle power undertakes reinforcing bar by earth anchor, has the characteristics of large carrying capacity.
Further, the wooden core of heretofore described cuboid is made up of internal supporting square timber and panel, pre- on ground
Type is made, the cuboid core has certain strength and stiffness.
Further, the wooden core of heretofore described cuboid is pre-installed on spacer bar support, realizes side
Wall is molded with barricade one-time-concreting, is taken out after the completion of pouring, reusable edible, using T-shaped at the top of the wooden core of cuboid
Reinforcing bar prevents core from floating.
A kind of faced wall of no pulling rod formwork, is made up of the above-mentioned template of polylith, is connected by screw bolts between each modular unit
Fixed, template connects integral, template uniform force, strengthens resistance to overturning.
Heretofore described form height can be adjusted flexibly according to U-type groove height of side wall, according to the stress without pulling rod formwork
Feature, " no pull bar combined steel template " bottom are supported directly on the pre-buried pull bar at bottom plate chamfering, and top is in structure coagulation
Rigidly consolidated using pull bar outside native absolute altitude, upper and lower pull bar is as load transmission member, water of the resistance concrete to template transmission
Concora crush power, template is using external consolidation, and force path is clear and definite, and template stiffness by itself is big, without using to drawing in structural concrete
Bar, avoid conventional to drawing seepage problem at the next pull bar of pull bar process bands.Simultaneously knighthead be designed as band revolve silk can
Stretching structure is adjusted, medially anchor connects with U-type groove for bottom, and " unilateral brace support system, backwards to stupefied pin joint is erected, is formed with template on top
System " rock-steady structure, realize the overall anti-overturning of template.The wooden core of pre-buried cuboid is used at retaining wall, is put before vertical punching block
Enter the wooden core of cuboid, the system can realize structural concrete and the shaping of retaining wall one-time-concreting, enormously simplify process
Flow accelerates construction speed, and after the completion of concreting, template is removed by cell block blocked breaking, convenient and quick construction.
Compared with the prior art, beneficial effects of the present invention are as follows：
1. " U-type groove side wall no pulling rod formwork integrated with barricade " uses using both sides combined steel template as panel in the present invention
Channel-section steel is fixed as panel back cord, the pre-buried pull bar in bottom, and top use is fixed to pull bar, forms it into rock-steady structure, is realized and is divided
Unit is installed.Template erect it is stupefied be used as main bearing member, there is vertical rigidity big, Stability Analysis of Structures, convenient to assemble and disassemble, construction safety etc.
Feature.
Unilateral brace support system takes into full account intensity, rigidity and stability requirement in the design process in the present invention.It is excellent
Change support rod unit type and arrangement form, strictly control unilateral brace support system stability, realize outside without the steady of support
Determine system, solve the problem that outrigger space-consuming is big, lifting is difficult, volume of earthwork is big.
Main bearing member of the brace as form stable in the present invention, pin joint is used between brace and earth anchor and template, tiltedly
Bar and according to load assignment state, Reasonable adjustment brace arrangement form, the deadweight of control brace and quantity, realize that brace is pre- with template
First splicing, integral hoisting, the installation form once fixed.With structural stability is good, cost input is few, speed of application is fast, suitable
With scope it is wide the features such as.
Side wall and construction molding of barricade in the present invention, simplify process flow, saved construction material and manpower into
This, for combined steel template with wooden model inner core with the use of " integrated " structure is formed, common positioning ensures side wall construction size.Together
When core by taking necessary reinforcement measure, effectively prevent Form floating in concreting process, avoid influenceing structure
Size.
Required in the present invention according to template size and laying, by the in situ face spelling of combined steel template into unit module,
Using truck crane subdivision block lift, during realize continuous productive process, greatly accelerate model sheetinstallat construction speed, reduce and apply
Work risk.
In summary, the tie rod hole in being constructed present invention, avoiding side wall, template have large carrying capacity, overall deformation
Small, force path clearly, Stability Analysis of Structures, convenient to assemble and disassemble, rod member performance play the advantages of abundant, meanwhile, heretofore described mould
Plate avoids secondary support and set up, and improves speed of application.
Brief description of the drawings
Below in conjunction with the accompanying drawings and embodiment the invention will be further described：
Fig. 1 is dimensional structure diagram of the present invention；
Fig. 2 is Fig. 1 positive structure schematic；
Fig. 3 is polylith template assembly figure.
Wherein：1st, steel plate, 2, channel-section steel, 3, top angle, 4, perpendicular stupefied, 5, otic placode, 6, adjustable length screw mandrel, 7, brace,
8th, earth anchor steel plate, 9, the pre-buried pull bar in bottom, 10, external rigidity consolidation pull bar, 11, the wooden core of cuboid.
Embodiment
Embodiment：It is this U-type groove side wall no pull bar integrated with barricade provided by the invention with reference to shown in Fig. 1 ~ Fig. 3
Template, on the embedded bar of mounting base chamfering, the template by combined steel panel 1, perpendicular stupefied 4, external rigidity consolidation pull bar 10,
Collectively constituted with brace 7.
In the present embodiment, combined steel panel is detachable assembled formwork, is respectively 2+1.5+1m's by 3 tile heights
Panel is assembled, and every piece of panel is made up of steel plate 1, channel-section steel 2 and top angle 3, and the steel plate 1 is solid using welding with channel-section steel 2
Fixed, combined steel panel combination assembly is fixed with bolts, assembled on demand in actual casting process, convenient construction.
In the present embodiment, erect and fixed between stupefied 4 and combined steel panel using M20 bolt connections, it is direct to erect stupefied 4 bottom
It is supported on the pre-buried pull bar 9 in bottom at bottom plate chamfering, fixation is tightened using straight screw sleeve on the outside of template, top is in structure
Pull bar 10 is consolidated outside concrete absolute altitude using external rigidity to consolidate, in everywhere, the medial and lateral of template are respectively with a straight thread
Sleeve is relative to tighten consolidation, wherein external rigidity consolidation pull bar 10, the pre-buried pull bar 9 in bottom are used as load transmission member, resists
Concrete is to the horizontal pressure force of template transmission, and template is using external consolidation, and force path is clear and definite, and template stiffness by itself is big, structure
Without using to drawing pull bar in concrete, avoid conventional to drawing seepage problem at the next pull bar of pull bar process bands.
In the present embodiment, brace 7 is calculated as the adjustable telescopic structure with rotation silk, by steel pipe and both ends adjustable length screw mandrel
6 compositions, bottom and the pin joint of earth anchor steel plate 8 on the inside of U-type groove, plant anchor, the top of brace 7 are used between earth anchor steel plate 8 and bottom plate
The pin joint of otic placode 5 with template backwards to perpendicular stupefied place's welding, forms the rock-steady structure of " unilateral brace support ", improves form stable,
Realize the overall anti-overturning of template.
In the present embodiment, the wooden core 11 of pre-buried cuboid is used at retaining wall, the wooden core 11 of cuboid uses
Original ground is pre-formed to be lifted mode in place and installs again, and before founding punching block, spacer bar is welded on retaining wall framework of steel reinforcement, is formed
Stable Bracket for steel bar, the wooden core 11 of cuboid is installed, and T font pressure head muscle is welded at the wooden top of core 11 of cuboid, prevent
Only the wooden core 11 of cuboid floats in concreting process, pours rear retaining wall automatic moulding, and core can be taken off circulating
Use, the system can realize structural concrete and the shaping of retaining wall one-time-concreting, enormously simplify process flow and accelerate and apply
Work progress.
Certainly the above embodiments merely illustrate the technical concept and features of the present invention, and its object is to allow be familiar with technique
People can understand present disclosure and implement according to this, it is not intended to limit the scope of the present invention.It is all according to this hair
The modification that the Spirit Essence of bright main technical schemes is done, it should all be included within the scope of the present invention.
Claims (10)
1. a kind of U-type groove side wall no pulling rod formwork integrated with barricade, on the embedded bar of bottom plate chamfering both sides, it is special
Sign is, including two pieces of combined steel panels arranged in opposite directions, is all provided with the same position in the outside of every piece of combined steel panel
It is equipped with that quantity is identical and at least two perpendicular stupefied, every is erected stupefied bottom and is support on the embedded bar of bottom plate chamfering, together
When, the perpendicular stupefied top of same position is consolidated with to pull bar on different masses combined steel template, also, one piece of combination wherein
Top on the inside of formula steel facing is fitted with the wooden core of a cuboid, is outpoured by setting the wooden core of the cuboid to pour
With the barricade of side wall disjunctor, meanwhile, every of another piece of combined steel panel it is perpendicular it is stupefied on be provided with one and be connected with earth anchor
Brace, supported by the setting of brace described perpendicular stupefied so as to supporting the template.
2. U-type groove side wall no pulling rod formwork integrated with barricade according to claim 1, it is characterised in that：The combined type
Steel facing is connected by least one block of steel plate, with steel plate and quantity is more than or equal to the channel-section steel of the steel plate and wraps up the steel plate side
The top angle composition on side, the use of the steel plate and channel-section steel are welded and fixed, meanwhile, when including plurality of steel plates, the steel plate it
Between can be bolted to carry out assembling combination, assembled on demand in actual casting process, convenient construction.
3. U-type groove side wall no pulling rod formwork integrated with barricade according to claim 1, it is characterised in that：The combined type
Steel facing and it is perpendicular it is stupefied between be fixed with bolts, for strengthening the integral rigidity of template, meanwhile, it is described it is perpendicular it is stupefied on be welded with
Otic placode, to bracing diagonal.
4. according to the U-type groove side wall of claim 1 or 3 no pulling rod formwork integrated with barricade, it is characterised in that：It is described perpendicular stupefied
Bottom be support on first pouring on the embedded bar of section side wall, the embedded bar is actual by a pre-buried L-type steel muscle and one
The straight reinforcing bar two parts composition of the I types of spreading afterwards；Synchronously side wall poured according to design, when pouring bottom plate upward to bottom plate chamfering
30cm, the now pre-buried L-type embedded bar, L-type embedded bar short side drawknot on side wall reinforcing bar, twist in advance by the end of long side
A upper matched straight screw sleeve, sleeve screw-in depth are half silk dental length, and sleeve free end is sealed with protection cap
After be close to and first pour on section side wall side form, the protection cap is opened after form removal, then screw in supporting I steel bars, drawn as bottom
Bar, the no pulling rod formwork are directly seated on the pull bar formed by supporting reinforcing bar, and the supporting reinforcing bar both propped up as bottom pull bar
Backing plate self gravitation, the horizontal pressure force in concreting process is resisted again；The perpendicular stupefied top uses to be consolidated to pull bar in vitro
Knot, this often holds to pull bar forms by 2 relative sleeves tightened, and template can erect to stupefied consolidation, in concreting process
Horizontal pressure force undertaken with template power of toppling by the external pull bar, there is the characteristics of clear and definite force path, convenient disassembly.
5. according to the U-type groove side wall of claim 1 or 4 no pulling rod formwork integrated with barricade, it is characterised in that：The template
Be connected integral, enhancing template resistance to overturning between earth anchor by brace, meanwhile, the brace can by steel pipe and both ends
Adjustment length screw mandrel is formed, and the adjustable length screw mandrel bottom is fixed with earth anchor pin joint, at the top of the adjustable length screw mandrel
Fixed with erecting stupefied otic placode pin joint, by adjusting the adjustable length screw mandrel length correction mold plate verticality.
6. according to the U-type groove side wall of claim 1 or 5 no pulling rod formwork integrated with barricade, it is characterised in that：In the present invention
The earth anchor is made up of bottom plate embedded bar, earth anchor steel plate and bearing pin, and the embedded bar is used with earth anchor steel plate and is welded and fixed,
Brace axle power undertakes by earth anchor, has the characteristics of large carrying capacity.
7. U-type groove side wall no pulling rod formwork integrated with barricade according to claim 1, it is characterised in that：Institute in the present invention
State the wooden core of cuboid to be made up of internal supporting square timber and panel, pre-formed on ground, the cuboid core has one
Fixed strength and stiffness.
8. according to the U-type groove side wall of claim 1 or 7 no pulling rod formwork integrated with barricade, it is characterised in that：In the present invention
The wooden core of cuboid is pre-installed on spacer bar support, is realized that side wall is molded with barricade one-time-concreting, has been poured
Into rear taking-up, reusable edible, the wooden core top of cuboid prevents core from floating using T-steel muscle.
A kind of 9. faced wall of no pulling rod formwork, it is characterised in that：By any described U-type groove side walls of polylith such as right 1-8 with
Barricade integration forms without pulling rod formwork.
10. the faced wall without pulling rod formwork according to claim 9, it is characterised in that：Used between each modular unit
Bolt connection is fixed, and template connects integral, template uniform force, strengthens resistance to overturning.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710656707.1A CN107386327B (en) | 2017-08-03 | 2017-08-03 | U-shaped groove side wall and retaining wall integrated template and combined wall formed by same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710656707.1A CN107386327B (en) | 2017-08-03 | 2017-08-03 | U-shaped groove side wall and retaining wall integrated template and combined wall formed by same |
Publications (2)
| Publication Number | Publication Date |
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| CN107386327A true CN107386327A (en) | 2017-11-24 |
| CN107386327B CN107386327B (en) | 2023-09-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710656707.1A Active CN107386327B (en) | 2017-08-03 | 2017-08-03 | U-shaped groove side wall and retaining wall integrated template and combined wall formed by same |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107859058A (en) * | 2017-12-17 | 2018-03-30 | 北京市政路桥股份有限公司 | A kind of cast-in-place concrete retaining wall anti-incline anti-floating large steel moulding plate device and installation method |
| CN108914967A (en) * | 2018-08-22 | 2018-11-30 | 中国二十二冶集团有限公司 | The template mounting structure and method of pond antiseep |
| CN108915250A (en) * | 2018-09-29 | 2018-11-30 | 贵州卓良模板有限公司 | A kind of cantilever form |
| CN108914963A (en) * | 2018-08-21 | 2018-11-30 | 上海勘测设计研究院有限公司 | Assembled arcading barricade |
| 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 |
| CN111851570A (en) * | 2020-06-18 | 2020-10-30 | 上海河道建设有限公司 | Reinforced concrete retaining wall mold and mounting method thereof |
| CN112267557A (en) * | 2020-10-20 | 2021-01-26 | 中国十九冶集团有限公司 | Construction method of underground baffle plate supporting structure |
| CN114439221A (en) * | 2022-02-10 | 2022-05-06 | 浙江立琪机械有限公司 | Template for building construction |
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| CN105569330A (en) * | 2015-12-18 | 2016-05-11 | 中国建筑第二工程局有限公司 | Strengthening formwork for large-section special-shaped column of outer building frame and construction method of strengthening formwork |
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