CN105178256A - Wall continuous pouring nonmetal horizontal slip form system for deep and narrow drainage ditch - Google Patents
Wall continuous pouring nonmetal horizontal slip form system for deep and narrow drainage ditch Download PDFInfo
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- CN105178256A CN105178256A CN201510443237.1A CN201510443237A CN105178256A CN 105178256 A CN105178256 A CN 105178256A CN 201510443237 A CN201510443237 A CN 201510443237A CN 105178256 A CN105178256 A CN 105178256A
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- 229910052755 nonmetal Inorganic materials 0.000 title claims abstract description 17
- 238000003825 pressing Methods 0.000 claims abstract description 26
- 229920001903 high density polyethylene Polymers 0.000 claims description 33
- 239000004700 high-density polyethylene Substances 0.000 claims description 33
- 238000009415 formwork Methods 0.000 claims description 27
- 239000003351 stiffener Substances 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 15
- 238000005491 wire drawing Methods 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 11
- 230000008569 process Effects 0.000 claims description 10
- 238000009434 installation Methods 0.000 claims description 7
- 239000002023 wood Substances 0.000 abstract description 3
- 238000005452 bending Methods 0.000 abstract description 2
- 238000003754 machining Methods 0.000 abstract 2
- 238000005096 rolling process Methods 0.000 abstract 2
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 125000004122 cyclic group Chemical group 0.000 abstract 1
- 238000009417 prefabrication Methods 0.000 abstract 1
- 229940063583 high-density polyethylene Drugs 0.000 description 31
- 238000010276 construction Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 230000008901 benefit Effects 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000002262 irrigation Effects 0.000 description 2
- 238000003973 irrigation Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 230000011218 segmentation Effects 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 229910000975 Carbon steel Inorganic materials 0.000 description 1
- 241000937378 Everettia interior Species 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 239000006229 carbon black Substances 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 229920002521 macromolecule Polymers 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 239000002861 polymer material Substances 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920000915 polyvinyl chloride Polymers 0.000 description 1
- 239000004800 polyvinyl chloride Substances 0.000 description 1
- 244000144977 poultry Species 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
A wall continuous pouring nonmetal horizontal slip form system for a deep and narrow drainage ditch comprises a unit slip form. A unit slip form body is composed of inside plates and outside plates. The inside plates are manufactured and located through adjusting type fixed supporting rods, and bottom rolling wheel shaft sleeves and bottom rolling wheels are arranged at the bottoms of the inside plates. The tops of the inside plates and the tops of the outside plates are fixed through top opposite-pull lead screws, and the surfaces of the tops of the inside plates and the surfaces of the tops of the outside plates are closed by cover plate pressing plates. The system has the beneficial effects that a novel form board is high in bending resisting and shear resisting strength and small in flexibility deformation, and the mechanical property is great superior to that of a common wood form board; plant prefabrication machining standardization and serialization are achieved, machining losses are small, and the cyclic use frequency is large; and mounting and dismounting are convenient, the workloads of form erecting and dismounting are greatly reduced, and the form board use efficiency is improved.
Description
Technical field
The present invention relates to a kind of for the nonmetal horizontal slip-form system of dark narrow gutter body of wall continuous placing high density polyethylene (HDPE) (High-densitypolyethylene) HDPE, building for substituting the middle-size and small-size gutter common wooden model formwork erection of construction employing type.Mainly apply to the dark gutter of periphery, artificial ecology lake, hydraulic engineering field, catchwater body of wall formwork erection builds; The quick formwork erection of irrigation and water conservancy lining canal, irrigation canal, is also applicable to the quick sequential production of town road and the supporting gutter of traffic engineering.
Background technology
High density polyethylene (HDPE) High-densitypolyethylene (HDPE) has good heat resistance and cold resistance, chemical stability is good, also there is higher rigidity and toughness, mechanical strength is good, barrier property, dielectric properties are also better, are widely used in the field such as blow-molded article, film and board product, injection-molded item, tubing article, fiber, electric wire.Be the general-purpose plastics that use amount is the third-largest in the world at present, being only second to polyvinyl chloride and polypropylene, is an a kind of synthesized polymer material concerning national economy.Domesticly be mainly used in municipal tubing, geomembrane and Seepage field.
Civil Engineering engineering field artificial lake engineering drainage ditch design of section, except consideration flow factor, also wants height range request at the bottom of content with funtion Yield rainfall relation.Artificial lake engineering needs periodic replacement lake region poultry water from maintenance water body cleaning function angle, requires that will there be enough degree of depth in peripheral gutter, so that water outlet; And reduce concreting side's amount under considering to meet the prerequisite of water flow again as far as possible.Based on above-mentioned two reasons, discharge section form adopts dark narrow-structured model.In practice of construction, the gutter formwork erection of this type adopts wooden form or simple combination punching block usually, there is following defect in practice:
(1) clear span is less than the dark narrow gutter of 0.5m, and middle internal mold formwork erection operating space is very little, cannot be constructed by conventional upright mould process;
(2) wooden form turnover access times are relatively less, in process, there is loss;
(3), in site operation process, wooden form reinforcement system is generally out of shape comparatively large, poor for dark narrow concrete ditch body verticality;
(4) single-block area is little, there is splicing seams after form removal between block and block, affects large of concrete attractive in appearance;
(5) wooden form water absorption rate is large, and thermal insulation is poor.Under dry weather condition, likely cause and occur local dew sand phenomenon because of concrete surface water suction; May occur dry and cracked under cold conditions, cause distortion;
(6) common formwork erection needs through form removal, again organizes mould, reinforcing process, and duplication of labour amount is large, and identical engineering quantity need drop into more labour, long construction period, and work efficiency reduces;
(7) wooden form needs to consume ecosystem timber, sheet material, is unfavorable for environmental protection.
Based on this background, research and development one is novel to be used for substituting traditional normal wood template for dark narrow gutter (canal) high density polyethylene (HDPE) (High-densitypolyethylene) HDPE nonmetal continuous placing horizontal slip-form system.
Summary of the invention
For overcoming the problems referred to above, the technical solution used in the present invention is as follows:
A kind of for the nonmetal horizontal slip-form system of dark narrow gutter body of wall continuous placing, comprise unit sliding formwork, unit sliding formwork main body is made up of interior plate and outer panel, fixes strut make location between interior plate by adjustable type, is provided with bottom roller axle sleeve, end roller bottom interior plate; Interior plate and outer panel top are fixed wire drawing bar by top, and interior plate and outer panel top surface are closed by cover plate pressing plate.
Described inner side template comprises interior hidden stiffening frame, interior hidden stiffening frame surface is provided with HDPE double face slab and exposes longitudinal stiffener, expose longitudinal stiffener and be provided with that adjustable type fixes strut, adjustable type fixes strut groove, adjustable type is fixed strut groove top and is provided with top to wire drawing bar groove; Interior hidden stiffening frame both sides are provided with head plate latch preformed hole; Interior hidden stiffening frame bottom is provided with middle and lower part and wears ditch to drawing pin bolt hole.
Described outer panel is identical with interior plate structure.
Head plate latch preformed hole on described interior hidden stiffening frame and adjustable type are fixed between strut and are also provided with head plate.
Described cover plate pressing plate is provided with cover plate pressing plate connecting ring, and it is corresponding that cover plate pressing plate pin hole is reserved in cover plate pressing plate connecting ring and interior external mold upper end, by latch, cover plate pressing plate is connected to master module during installation.
The quantity of described interior plate and outer panel is respectively two.
Described interior hidden stiffening frame both side surface is equipped with HDPE double face slab.
Described interior hidden stiffening frame and longitudinal stiffener are welded to connect.
Bottom roller axle sleeve and end roller form pulley gear, and material adopts ironcasting; Roller surface, through fine finishining process, can be overlapped axial certain space at roller shaft and move freely, tear internal mold space requirement open with satisfied peace.
Advantage of the present invention:
(1) new type formwork bending resistance, shear strength are high, and deflection deformation is little, and mechanical property has greater advantage compared with normal wood template;
(2) realize factory prefabricating processing criterion, seriation, processing loss is little, and turnover access times are many;
(3) installation and removal are convenient, reduce formwork erection, form removal workload in a large number, improve template service efficiency.Drop under same labour, same engineering quantity, construction speed, operating efficiency new type formwork have more advantage;
(4) HDPE material has corrosion resistance, mar proof, uses this material can increase substantially the application life of sliding formwork;
(5) the proportion of HDPE material is 0.95, compared with big steelmoulds and wooden model, much light.Bottom sliding formwork, be equipped with roller, manually just can facilitate fast fast movement;
(6) realize modularization formwork erection, build length according to segmentation, to have connected segmentation formwork erection with single-unit, save set-up time, artificial and auxiliary material;
(7) panel plate face is smooth, and water retention property is good, without template seam after concrete form removal, any surface finish, attractive in appearance;
(8) the structure of two plate and the design of ribs, adds integral rigidity and the intensity of sliding formwork, and the dark gutter being applicable to 2 ~ 5m degree of depth is built;
(9) because material itself has corrosion resistance, do not use distortion of can not getting rusty for a long time, do not need extra maintenance costs;
(10) novel sliding formwork adopts HDPE macromolecule material to replace wooden model or punching block, and save timber, the man-made further destroy of absolute environment, has the feature of environmental protection.
Accompanying drawing explanation
Fig. 1 structural representation of the present invention.
Fig. 2 interior plate rear view of the present invention.
Fig. 3 interior plate of the present invention and expose longitudinal stiffener sectional view.
Fig. 4 interior plate sectional view of the present invention.
Fig. 5 outer panel rear view of the present invention.
Fig. 6 outer panel of the present invention and expose longitudinal stiffener view and analyse and observe.
Fig. 7 outer panel sectional view of the present invention.
Fig. 8 head plate structure chart of the present invention.
Fig. 9 head plate sectional view of the present invention.
The end roller installation drawing of Figure 10 invention.
Figure 11 end of the present invention roller sectional view.
Figure 12 cover plate pressing plate knot of the present invention figure.
Detailed description of the invention
As shown in figs. 1-12, a kind of for the nonmetal horizontal slip-form system of dark narrow gutter body of wall continuous placing, comprise unit sliding formwork, unit sliding formwork main body is made up of interior plate 16 and outer panel 17, fix strut 4 by adjustable type between interior plate 16 and make location, bottom interior plate 16, be provided with bottom roller axle sleeve 9, end roller 10; Interior plate 16 and outer panel 17 top are fixed wire drawing bar 13 by top, and interior plate 16 and outer panel 17 top surface are closed by cover plate pressing plate 12.
Described inner side template comprises interior hidden stiffening frame 2, interior hidden stiffening frame 2 surface is provided with HDPE double face slab 1 and exposes longitudinal stiffener 6, expose longitudinal stiffener 6 and be provided with that adjustable type fixes strut 4, adjustable type fixes strut groove 5, adjustable type is fixed strut groove 5 top and is provided with top to wire drawing bar groove 15; Interior hidden stiffening frame 2 both sides are provided with head plate latch preformed hole 3; Interior hidden stiffening frame 2 bottom is provided with middle and lower part and wears ditch to drawing pin bolt hole 8.
Described outer panel 17 is identical with interior plate 16 structure.
Head plate latch preformed hole 3 on described interior hidden stiffening frame 2 and adjustable type are fixed between strut 4 and are also provided with head plate.
Described cover plate pressing plate 12 is provided with cover plate pressing plate connecting ring 11, and it is corresponding that cover plate pressing plate pin hole 7 is reserved in cover plate pressing plate connecting ring 11 and interior external mold upper end, by latch, cover plate pressing plate 12 is connected to master module during installation.
The quantity of described interior plate 16 and outer panel 17 is respectively two.
Described interior hidden stiffening frame 2 both side surface is equipped with HDPE double face slab 1.
Described interior hidden stiffening frame 2 is welded to connect with longitudinal stiffener 6.
Bottom roller axle sleeve 9 and end roller 10 form pulley gear, and material adopts ironcasting; Roller surface, through fine finishining process, can move freely at the axial certain space of roller axle sleeve 9, tear internal mold space requirement open with satisfied peace.
Detailed design plan of the present invention is as follows:
One. sliding formwork requires according to construction speed and construction plant condition is processed into the long unit of 3 ~ 10m, can in factory's templating, standardized production.Unit modulus can be carried out splice and combine by batch building length at the scene.Unit high density polyethylene (HDPE) (High-densitypolyethylene) HDPE nonmetal horizontal slip-form system is made up of inside and outside 4 pieces of templates, i.e. interior plate 2 pieces, outer panel 2 pieces.Interior plate length about 10cm shorter in design ditch depth, be convenient to fix with bottom mobile pulley axle, outer panel length is slightly longer than design ditch depth.
Two.Master module comprises HDPE double face slab 1, interior hidden stiffening frame 2, exposes longitudinal stiffener 6.HDPE double face slab 1 material employing HDPE, faces concrete slab by inner side and outer side panel forms, and is fixed on interior hidden stiffening frame 2 by connecting bolt 14.Outside at outer side panel, can build depth of drainage ditch according to plan, add longitudinal stiffener 6 to ensure formwork integral intensity, longitudinal stiffener 6 is connected with interior hidden stiffening frame 2 by welding.Interior hidden stiffening frame 2 adopts structural carbon steel with material, and connecting bolt 14 material adopts stainless steel.HDPE panel performance parameter should meet following table 1 and require:
| Pilot project | Unit | Result of the test |
| Tensile strength | Mpa | 27.3 |
| Hardness (type A) | HDD | 66 |
| Carbon black content | % | 2.1 |
| Absorptivity | % | 0.03 |
| Elongation rate | % | 600 |
| Proportion | g/cm3 | 0.964 |
Table 1:HDPE panel performance parameter
Three.Fix strut 4 by adjustable type between two pieces of templates inside ditch and carry out ditch inner support location.Open adjustable type and fix strut groove 5 exposing longitudinal stiffener 6 top and bottom, fix strut carry out adjustment in place in this groove in space to adjustable type, adjustable type is fixed strut 4 internal regulation and undertaken contracting side by small screw, fixing after inner side template is in place.Adjustable type fixes strut 4 can purchase approved product on the market.Adjustable type is fixed strut 4 and can be arranged in apart from top 0.5m, and middle part and bottom place are usually placed in apart from edge mouth 0.5m, to facilitate artificial dismounting.
Four, head plate comprises HDPE double face slab 1, interior hidden stiffening frame 2, exposes longitudinal stiffener 6.HDPE double face slab 1 material employing HDPE, faces concrete slab by inner side and outer side panel forms, and is fixed on interior hidden stiffening frame 2 by connecting bolt 14.Outside head plate, two ends are welded with and expose longitudinal stiffener 6, longitudinal stiffener 6 establishes head plate latch preformed hole 3 at spacing intervals, the position of preformed hole is corresponding with main sliding formwork panel both sides end head plate latch preformed hole 3, after head plate installation in position, fixing after wearing preformed hole 3 by latch.
Five, bottom pulley device is made up of bottom roller axle sleeve 9 and end roller 10, and material adopts ironcasting.Roller surface, through fine finishining process, can move freely, tear internal mold space requirement open with satisfied peace in roller axle sleeve 9 certain distance.
Six, usually top, gutter will add cover plate and prevents people and animals from falling, add sliding formwork top cover plate pressing plate 12 for reserved lid panel notches, pressing plate top is welded with pressing plate and is fixedly connected with ring 11, it is corresponding that cover plate pressing plate pin hole 7 is reserved in its position and interior external mold upper end, reserves cover plate pressing plate pin hole 7 be fixed on master module during installation by latch through cover plate pressing plate connecting ring 11 and mainboard upper end.
Seven, construct leading concreting base plate in gutter, and bottom slab concreting adopts common wooden model formwork erection, and when building, body of wall part exceeds base surface and is about about 10cm.Reach after designing requirement until base plate strength and horizontal slip-form system is installed.It is as follows that unit sliding mode system peace tears method open:
1. to be installed on axle sleeve 9 in place for bottom roller 10, and roller axle sleeve 9 two ends are spacing by the body of wall root of building in advance.
2. inner side template is propped up: hidden stiffening frame 2 and expose longitudinal stiffener 6 frame and stand on roller axle sleeve 9 edge in inner side template.
3. prop up outboard template: connect inner and outer template by top to wire drawing bar 13, top is installed on wire drawing bar 13 exposes longitudinal stiffener 6 top in wire drawing bar groove 15, regulates wire drawing bar 13 position in groove.
4. install adjustable type and fix strut 04: adjustable type is fixed strut and is installed on inner side template adjustable type and fixes in strut groove 5, after regulating fixing strut 4 spacing to design ditch clear span, fixing inner side template side roof part is to wire drawing bar 13.
Head plate (needing to add according to building position) is 5. installed: after head plate is tentatively in place, in conjunction with adjustment external mold side roof part, external mold is installed to wire drawing bar 13 in place, more capable fastening all connectors.
6. clear depth is greater than to the dark narrow gutter body of wall of 1.5m, increases in the position, middle and lower part of master module and wear drainage body to drawing pin bolt to increase integral rigidity and stability, prevent the mould that rises.Middle and lower part is worn ditch and is determined by calculating the position and density of drawing pin bolt hole 08.
7. gutter walls concrete is built.
8. after concrete strength reaches and allows strength of mould stripping, first remove head plate, unclamp top and fix strut 04 to wire drawing bar 13 and adjustable type, fixing strut 04 bounces back to the inside, and interior outside master module is peeled off with the concrete of building shaping is de-respectively.
9. the overall shifted forward of sledge system, enters next section and builds unit, repeat above-mentioned operation.Seam mortar leakage prevention process in formwork erection process, to pin bolt peace split joint construct with common wooden model.
The above; be only the specific embodiment of the present invention, but protection scope of the present invention is not limited thereto, any those of ordinary skill in the art are in the technical scope disclosed by the present invention; the change that can expect easily or replacement, all should be encompassed within protection scope of the present invention.Therefore, the protection domain that protection scope of the present invention should limit with claims is as the criterion.
Claims (9)
1. one kind for the nonmetal horizontal slip-form system of dark narrow gutter body of wall continuous placing, comprise unit sliding formwork, unit sliding formwork main body is made up of interior plate (16) and outer panel (17), it is characterized in that: fix strut (4) by adjustable type between interior plate (16) and make location, interior plate (16) bottom is provided with bottom roller axle sleeve (9), end roller (10); Interior plate (16) and outer panel (17) top are fixed wire drawing bar (13) by top, and interior plate (16) and outer panel (17) top surface are closed by cover plate pressing plate (12).
2. one according to claim 1 is used for the nonmetal horizontal slip-form system of dark narrow gutter body of wall continuous placing, it is characterized in that: described inner side template comprises interior hidden stiffening frame (2), interior hidden stiffening frame (2) surface is provided with HDPE double face slab (1) and exposes longitudinal stiffener (6), expose longitudinal stiffener (6) and be provided with that adjustable type fixes strut (4), adjustable type fixes strut groove (5), adjustable type is fixed strut groove (5) top and is provided with top to wire drawing bar groove (15); Interior hidden stiffening frame (2) both sides are provided with head plate latch preformed hole (3); Interior hidden stiffening frame (2) bottom is provided with middle and lower part and wears ditch to drawing pin bolt hole (8).
3. one according to claim 1 is used for the nonmetal horizontal slip-form system of dark narrow gutter body of wall continuous placing, it is characterized in that: described outer panel (17) is identical with interior plate (16) structure.
4. one according to claim 2 is used for the nonmetal horizontal slip-form system of dark narrow gutter body of wall continuous placing, it is characterized in that: the head plate latch preformed hole (3) on described interior hidden stiffening frame (2) and adjustable type are fixed between strut (4) and be also provided with head plate.
5. one according to claim 1 is used for the nonmetal horizontal slip-form system of dark narrow gutter body of wall continuous placing, it is characterized in that: described cover plate pressing plate (12) is provided with cover plate pressing plate connecting ring (11), it is corresponding that cover plate pressing plate pin hole (7) is reserved in cover plate pressing plate connecting ring (11) and interior external mold upper end, by latch, cover plate pressing plate (12) is connected to master module during installation.
6. one according to claim 1 is used for the nonmetal horizontal slip-form system of dark narrow gutter body of wall continuous placing, it is characterized in that: the quantity of described interior plate (16) and outer panel (17) is respectively two.
7. one according to claim 1 is used for the nonmetal horizontal slip-form system of dark narrow gutter body of wall continuous placing, it is characterized in that: described interior hidden stiffening frame (2) both side surface is equipped with HDPE double face slab (1).
8. one according to claim 1 is used for the nonmetal horizontal slip-form system of dark narrow gutter body of wall continuous placing, it is characterized in that: described interior hidden stiffening frame (2) and longitudinal stiffener (6) are welded to connect.
9. one according to claim 1 is used for the nonmetal horizontal slip-form system of dark narrow gutter body of wall continuous placing, it is characterized in that: bottom roller axle sleeve (9) and end roller (10) form pulley gear, and material adopts ironcasting; Roller surface, through fine finishining process, can move freely at roller axle sleeve (9) axial certain space, tear internal mold space requirement open with satisfied peace.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510443237.1A CN105178256B (en) | 2015-07-27 | 2015-07-27 | One kind is used for the deep nonmetallic horizontal slip-form system of narrow gutter wall continuous placing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510443237.1A CN105178256B (en) | 2015-07-27 | 2015-07-27 | One kind is used for the deep nonmetallic horizontal slip-form system of narrow gutter wall continuous placing |
Publications (2)
| Publication Number | Publication Date |
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| CN105178256A true CN105178256A (en) | 2015-12-23 |
| CN105178256B CN105178256B (en) | 2018-02-06 |
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| CN201510443237.1A Active CN105178256B (en) | 2015-07-27 | 2015-07-27 | One kind is used for the deep nonmetallic horizontal slip-form system of narrow gutter wall continuous placing |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107245983A (en) * | 2017-08-08 | 2017-10-13 | 芜湖通全科技有限公司 | Gutter wall continuous placing horizontal slip-form device |
| CN109826084A (en) * | 2019-02-21 | 2019-05-31 | 广东省水利水电科学研究院 | A kind of aqueduct method for repairing seepage |
| CN110029559A (en) * | 2019-05-24 | 2019-07-19 | 中国十七冶集团有限公司 | A kind of gutter slding form operation method |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4418884A (en) * | 1982-05-13 | 1983-12-06 | Symons Corporation | Double-hinge corner for a concrete forming structure |
| CN2138164Y (en) * | 1992-11-11 | 1993-07-14 | 薛甫友 | Large assembled shutter board with nonmetal surface |
| CN2179892Y (en) * | 1993-05-28 | 1994-10-19 | 内蒙古第三建筑工程公司 | Top-raising sliding form for concrete pouring |
| CN2673996Y (en) * | 2004-02-18 | 2005-01-26 | 成军 | Self-supporting type composite formwork with steel frame |
| CN2797508Y (en) * | 2005-05-10 | 2006-07-19 | 魏炜 | Guiding rolling sliding form |
| CN201106281Y (en) * | 2007-09-20 | 2008-08-27 | 林世景 | Light-admitting and flexible system module plate and combined device |
| KR100943286B1 (en) * | 2009-04-27 | 2010-02-18 | (주)한틀엔지니어링 | Sliding form for common duct construction |
| CN203050086U (en) * | 2013-01-21 | 2013-07-10 | 代国林 | Waste plastic molding cement template |
| CN203755422U (en) * | 2014-03-28 | 2014-08-06 | 中国葛洲坝集团股份有限公司 | Detachable drainage ditch form board device with entablature |
-
2015
- 2015-07-27 CN CN201510443237.1A patent/CN105178256B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4418884A (en) * | 1982-05-13 | 1983-12-06 | Symons Corporation | Double-hinge corner for a concrete forming structure |
| CN2138164Y (en) * | 1992-11-11 | 1993-07-14 | 薛甫友 | Large assembled shutter board with nonmetal surface |
| CN2179892Y (en) * | 1993-05-28 | 1994-10-19 | 内蒙古第三建筑工程公司 | Top-raising sliding form for concrete pouring |
| CN2673996Y (en) * | 2004-02-18 | 2005-01-26 | 成军 | Self-supporting type composite formwork with steel frame |
| CN2797508Y (en) * | 2005-05-10 | 2006-07-19 | 魏炜 | Guiding rolling sliding form |
| CN201106281Y (en) * | 2007-09-20 | 2008-08-27 | 林世景 | Light-admitting and flexible system module plate and combined device |
| KR100943286B1 (en) * | 2009-04-27 | 2010-02-18 | (주)한틀엔지니어링 | Sliding form for common duct construction |
| CN203050086U (en) * | 2013-01-21 | 2013-07-10 | 代国林 | Waste plastic molding cement template |
| CN203755422U (en) * | 2014-03-28 | 2014-08-06 | 中国葛洲坝集团股份有限公司 | Detachable drainage ditch form board device with entablature |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107245983A (en) * | 2017-08-08 | 2017-10-13 | 芜湖通全科技有限公司 | Gutter wall continuous placing horizontal slip-form device |
| CN109826084A (en) * | 2019-02-21 | 2019-05-31 | 广东省水利水电科学研究院 | A kind of aqueduct method for repairing seepage |
| WO2020168711A1 (en) * | 2019-02-21 | 2020-08-27 | 广东省水利水电科学研究院 | Method for leakage repairing of aqueduct |
| US11920313B2 (en) | 2019-02-21 | 2024-03-05 | Guangdong Research Institute Of Water Resources And Hydropower | Aqueduct leakage repairing method |
| CN110029559A (en) * | 2019-05-24 | 2019-07-19 | 中国十七冶集团有限公司 | A kind of gutter slding form operation method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105178256B (en) | 2018-02-06 |
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Denomination of invention: A non-metallic horizontal slip form system for continuous pouring of deep and narrow drainage ditch wall Effective date of registration: 20220927 Granted publication date: 20180206 Pledgee: Lianyungang Branch of Suzhou Bank Co.,Ltd. Pledgor: Jiangsu Haihong Intelligent Technology Co.,Ltd. Registration number: Y2022320010549 |
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