CN109083149A - A kind of concreting mould bases for high slope large span side slope - Google Patents
A kind of concreting mould bases for high slope large span side slope Download PDFInfo
- Publication number
- CN109083149A CN109083149A CN201810795413.1A CN201810795413A CN109083149A CN 109083149 A CN109083149 A CN 109083149A CN 201810795413 A CN201810795413 A CN 201810795413A CN 109083149 A CN109083149 A CN 109083149A
- Authority
- CN
- China
- Prior art keywords
- falsework
- slope
- walking unit
- support walking
- side slope
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Road Paving Structures (AREA)
Abstract
The invention belongs to slope construction technical fields, more particularly to a kind of concreting mould bases for high slope large span side slope, it solves the problems, such as to lack high performance-price ratio concrete casting device in existing high slope large span slope retaining, including lower support walking unit, upper support walking unit, falsework and template, lower support walking unit and upper support walking unit are separately positioned on the bottom and top of side slope, falsework is provided between lower support walking unit and upper support walking unit, falsework lower part is connected with formwork for placing.The present invention can complete the whole effective position of side slope concreting mould bases using lower support walking unit and upper support walking unit, and the falsework by connecting between the two can hang the formwork for placing of larger specification, have great application value to the concreting of high slope large span side slope.
Description
Technical field
The invention belongs to slope construction technical fields, and in particular to a kind of concreting for high slope large span side slope
Mould bases.
Background technique
In existing road slope protection works, common mode includes filling stone-laying, stone masonry, and such mode fully relies on
Manual operation, not only construction cost is big, but also with the continuous passage for using the time, construction quality is difficult to be effectively ensured,
Poor especially for the soil body, stability of the hill, the biggish region of water content is especially prominent.To guarantee construction quality and excluding the present
The security risk that may be retained afterwards, country gradually adopt concreting to be replaced.Since side slope is in inverted trapezoidal setting more,
After side slope basal surface is handled, most important work is the erection of template and a mould of having constructed before concreting
With rear pattern plate move and erection process again.
For the ease of construction, those skilled in the relevant art devise a variety of mobile sliding formworks, mainly include rail mounted and
Car-type, the two can carry side slope formwork for placing and realize its movement, and achieve in specific case history certain
Effect.As the rapid development and country of Building technology are to the continuous investment of infrastructure, build the scale of construction and continue to increase, engineering
The poor region of geological conditions is gradually extended to, involved slope retaining also shows the dual increase of height and span, this
Higher challenge all is proposed to original slope retaining equipment.Such as the volume of slope retaining trolley and the height of side slope are at just
Than slope height is bigger, and the volume of trolley is bigger, not only considerably increases the manufacturing cost of trolley, but also excessive trolley pair
The requirement in place is also higher.
As it can be seen that just seeming of crucial importance with the presence or absence of a kind of concrete casting device suitable for high slope large span side slope.
Summary of the invention
The present invention is in order to solve to lack asking for high performance-price ratio concrete casting device in existing high slope large span slope retaining
Topic, provides a kind of concreting mould bases for high slope large span side slope.
The present invention is achieved through the following technical solutions: a kind of concreting mould for high slope large span side slope
Frame, including lower support walking unit, upper support walking unit, falsework and template, lower support walking unit and upper
Portion's support walking unit is separately positioned on the bottom and top of side slope, between lower support walking unit and upper support walking unit
It is provided with falsework, falsework lower part is connected with formwork for placing, and formwork for placing is symmetrically set in the direction towards falsework
Two sunpenders are equipped with, lower support walking unit includes lower bracket upright bar, it is connected with lower bracket cross bar at the top of lower bracket upright bar, under
The bottom centre position of rack cross-bar is fixed with the first electric hoist, and lower bracket bottom of upright rod is connected separately with extension rod and the 4th liquid
Adjusting rod is pressed, extension rod is fixed with falsework, and the 4th hydraulic regulation bar is connected with lower part bottom cross beam, and lower part bottom cross beam lower part connects
It is connected to rail wheel, the end of lower bracket cross bar is connected with two the first hydraulic regulation bars in splayed setting, the first hydraulic tune
The top of pole and falsework is fixed；Upper support walking unit includes upper frame, and upper frame is arranged in door shape, on
The bottom leg of portion's frame is fixed on the bottom cross beam of top, and the bottom of top bottom cross beam is provided perpendicular to the rail wheel on ground,
The end of top bottom cross beam is fixed with falsework, and the side of upper frame is connected with one end of the second hydraulic regulation bar, and second
The other end of hydraulic regulation bar is connect with falsework, and falsework bottom symmetrical is hinged with connecting rod, the other end of connecting rod
It is fixed respectively with formwork for placing, third hydraulic regulation bar is provided between falsework and connecting rod, falsework top is provided with
Three the first fixed pulleys, the first fixed pulley lower support walking unit region be arranged there are two, in upper support walking unit
Region is provided with one, and top bottom cross beam side is provided with second fixed pulley, the first electric hoist using wirerope according to
It is secondary pass through two the first fixed pulleys after connect with nearest sunpender, the second electric hoist passes sequentially through the second fixed pulley using wirerope
It is connect with after first fixed pulley with another sunpender.
In orbit, track is rail for rail wheel setting, and rail lower part separation pad is equipped with sleeper, and sleeper is arranged in concrete
On hard surface, the label on concrete hardening road surface is not less than C20.
Connecting rod is vertical with falsework to fix, fixed to use high-strength bolt, is vertically and fixedly provided with and helps formwork for placing and mould
Stability under loading is kept between board mount.
Formwork for placing is spliced and combined using several modular units, and splicing, which is all made of, between modular unit is bolted and mould
Without clear gap and faulting of slab ends, the both ends of formwork for placing, which are respectively arranged with, to be connect with side slope top and bottom for plate surface junction
Baffle.
To guarantee to pour the overall stability of mould bases, the first electric hoist and the second electric hoist two sides are provided with counterweight.
Rail wheel drives with motor and speed reducer, and is located at lower support walking unit and upper support walking unit
Two rail wheels used in motor and speed reducer identical model is respectively adopted.
Formwork for placing is arranged at intervals with multiple plate pulsators in the side close to falsework.
Before side slope concreting, the value of slope of falsework should be determined according to the selected Slope angle value of design,
The value of slope of falsework is advisable within the scope of ± 5 ° of Slope angle value with the value of slope of the two is identical.
The company of first hydraulic regulation bar, the second hydraulic regulation bar, third hydraulic regulation bar and the 4th hydraulic regulation bar both ends
It is hinged for connecing.
The specified features and beneficial effect that the present invention has compared with prior art are:
The configuration of the present invention is simple, design rationally, realize coagulation using lower support walking unit and upper support walking unit
Soil pours the support and walking of mould bases, since it is with special component and structure type, so that falsework stability under loading, together
When realize that stretching for template is adjustable by hydraulic regulation bar and electric hoist, it is various fixed before and after concreting convenient for it
Position, is suitable for different side slope gradients；Higher especially for slope height, the larger situation of span better reflects his warp
Help conformability.The present invention achieves satisfied effect through the concreting test run of excessively high slope large span side slope after, is worth
It promotes the use of a large area.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the lower support walking unit structural schematic diagram in Fig. 1；
Fig. 3 is the upper support walking unit structural schematic diagram in Fig. 1.
In figure: 1- lower support walking unit, 2- upper support walking unit, 3- falsework, 4- formwork for placing, 5-
One hydraulic regulation bar, 6- the second hydraulic regulation bar, 7- third hydraulic regulation bar, 8- lower bracket upright bar, 9- lower bracket cross bar, 10-
Extension rod, the 4th hydraulic regulation bar of 11-, the lower part 12- bottom cross beam, 13- rail wheel, the first electric hoist of 14-, 15- wirerope, 16-
First fixed pulley, 17- sunpender, 18- upper frame, the top 19- bottom cross beam, the second electric hoist of 20-, 21- concrete hardening road surface,
22- connecting rod, 23- track, the second fixed pulley of 24-, 25- counterweight.
Specific embodiment
The present invention is further elaborated in referring to Fig.1~Fig. 3, a kind of concreting for high slope large span side slope
Mould bases, including lower support walking unit 1, upper support walking unit 2, falsework 3 and template 4, lower support walking are single
Member 1 and upper support walking unit 2 are separately positioned on the bottom and top of side slope, lower support walking unit 1 and upper support
It is provided with falsework 3 between walking unit 2,3 lower part of falsework is connected with formwork for placing 4, and formwork for placing 4 is towards template branch
The direction of frame 3 is symmetrically arranged with two sunpenders 17, and lower support walking unit 1 includes lower bracket upright bar 8, and lower bracket upright bar 8 is pushed up
Portion is connected with lower bracket cross bar 9, and the bottom centre position of lower bracket cross bar 9 is fixed with the first electric hoist 14,8 bottom of lower bracket upright bar
Portion is connected separately with extension rod 10 and the 4th hydraulic regulation bar 11, and extension rod 10 and falsework 3 are fixed, the 4th hydraulic regulation bar
11 are connected with lower part bottom cross beam 12, and bottom cross beam 12 bottom in lower part is connected with rail wheel 13, and the end of lower bracket cross bar 9 is connected with two
Root is in the first hydraulic regulation bar 5 of splayed setting, and the top of the first hydraulic regulation bar 5 and falsework 3 is fixed；Upper support
Walking unit 2 includes upper frame 18, and upper frame 18 is arranged in door shape, and the bottom leg of upper frame 18 is fixed on top
On bottom cross beam 19, the bottom of top bottom cross beam 19 is provided perpendicular to the rail wheel 13 on ground, the end of top bottom cross beam 19 with
Falsework 3 is fixed, and the side of upper frame 18 is connected with one end of the second hydraulic regulation bar 6, the second hydraulic regulation bar 6 it is another
One end is connect with falsework 3, and 3 bottom symmetrical of falsework is hinged with connecting rod 22, the other end of connecting rod 22 respectively with pour
Building mould 4 is fixed, third hydraulic regulation bar 7 is provided between falsework 3 and connecting rod 22,3 top of falsework is provided with three
A first fixed pulley 16 there are two first fixed pulley 16 is arranged in 1 region of lower support walking unit, is walked single in upper support
First 2 regions are provided with one, bottom cross beam 19 side in top are provided with second fixed pulley 24, the first electric hoist 14 utilizes
Wirerope 15 is connect after passing sequentially through two the first fixed pulleys 16 with nearest sunpender 17, and the second electric hoist 20 utilizes wirerope 15
It is connect after passing sequentially through the second fixed pulley 24 and first fixed pulley 16 with another sunpender 17.
Rail wheel 13 is arranged on track 23, and track 23 is rail, and rail lower part separation pad is equipped with sleeper, and sleeper setting exists
On concrete hardening road surface 21, the label on concrete hardening road surface 21 is not less than C20.Connecting rod 22 is vertical with falsework 3 solid
It is fixed, it is fixed to use high-strength bolt, it is vertically and fixedly provided with and helps keep stability under loading between formwork for placing 4 and falsework 3.Formwork for placing
4 are spliced and combined using several modular units, between modular unit splicing be all made of be bolted and template surface junction without
Clear gap and faulting of slab ends, the both ends of formwork for placing 4 are respectively arranged with the baffle that can be connect with side slope top and bottom.
To guarantee to pour the overall stability of mould bases, the first electric hoist 14 and 24 two sides of the second electric hoist are provided with counterweight.
First hydraulic regulation bar 5, the second hydraulic regulation bar 6, third hydraulic regulation bar 7 and the connection at 11 both ends of the 4th hydraulic regulation bar are equal
It is hinged.
Side slope concreting is carried out using invention with regard to this below and does specific elaboration.
Before side slope concreting:
The value of slope of falsework 3 is determined according to the selected Slope angle value of design, the value of slope of falsework 3 is in Slope
Within the scope of ± 5 ° of angle value, it is advisable so that the value of slope of the two is identical.Specific adjustment process, first according to selected value of slope
Determine the connection angle of top bottom cross beam 19 Yu falsework 3, the junction of top bottom cross beam 19 and falsework 3 is done inclined-plane and set
It sets, and the two is fixed by high-strength bolt；At the same time, the first hydraulic regulation bar 5, the second hydraulic regulation bar are adjusted respectively
6 and the 4th hydraulic regulation bar 11 stroke, so that each tie point is all satisfied force request.
Further, formwork for placing 4 and falsework 3 are attached；Specifically, by the connection of 4 inside of formwork for placing
Bar 22 and the corresponding position of falsework 3 are hinged, at the same by third hydraulic regulation bar 7 respectively with falsework 3 and connecting rod 22
Hingedly, the first electric hoist 14 is passed sequentially through using wirerope 15 and is connect with nearest sunpender 17 after two the first fixed pulleys 16,
Second electric hoist 20 using wirerope 15 pass sequentially through after the second fixed pulley 24 and remaining first fixed pulley 16 with it is another
Root sunpender 17 connects.
So far all preparations before side slope of the present invention pours are completed.
In side slope concreting process:
The rotation of starting motor and speed reducer realization rail wheel 13 first, since motor and speed reducer is all made of identical model,
Enable 2 synchronizing moving of lower support walking unit 1 and upper support walking unit for being located at side slope bottom and top,
Until keeping stopping behind design requirement position, moved to prevent from pouring the subsequent possibility of mould bases, while motor realizes self-locking,
Rail wheel 13 need to place skate before and after with the binding site of track 23.
Connecting rod 22 need to be met and falsework 3, formwork for placing 4 are vertical by pouring, and side slope is arrived in 4 face of formwork for placing at this time
Distance is the concrete thickness to be poured, and should apply anchor pole or reinforced mesh before side slope concreting in advance.Pour mould
The both ends of plate 4, which are respectively set, to meet all beam workers of concreting with after the baffle connecting at the top and bottom of side slope
Make.
Further, it carries out side slope concrete with pump truck or day pump to pour, in casting process, using being mounted on
The plate pulsator of 4 inside of formwork for placing vibrates to casting process, thus the pouring quality of optimised coagulation soil.
Further, the side slope concrete poured is conserved.After reaching design requirement intensity, position is removed first
The baffle connected at the top and bottom of side slope, then flexible and the first electric hoist 14, second of third hydraulic regulation bar 7 is controlled respectively
The stretching of electric hoist 20, realize formwork for placing 4 relative to falsework 3 moving in parallel upward or downward, at this time formwork for placing 5
Keep vertical with connecting rod 22, connecting rod 22 is angularly offset with falsework 3 around interface point, completes formwork for placing 4
Knockout course.
Further, it removes skate and to release motor self-locking, control lower support walking unit 2 and upper support walking is single
Member 3 is moved to side slope region is not poured.It when being moved to design position, repeats the above steps, completes the side slope of next mould
Concreting, until completing all side slopes and pouring.
The present invention can complete side slope concreting using lower support walking unit 1 and upper support walking unit 2
The whole effective position of mould bases, and the falsework 3 by connecting between the two can hang the formwork for placing 4 of larger specification, it is right
The concreting of high slope large span side slope has great application value.
Claims (9)
1. a kind of concreting mould bases for high slope large span side slope, including lower support walking unit (1), upper support
Walking unit (2), falsework (3) and template (4), it is characterised in that: lower support walking unit (1) and upper support walking
Unit (2) is separately positioned on the bottom and top of side slope, between lower support walking unit (1) and upper support walking unit (2)
It is provided with falsework (3), falsework (3) lower part is connected with formwork for placing (4), and formwork for placing (4) is towards falsework
(3) direction is symmetrically arranged with two sunpenders (17), and lower support walking unit (1) includes lower bracket upright bar (8), and lower bracket is vertical
It being connected with lower bracket cross bar (9) at the top of bar (8), the bottom centre position of lower bracket cross bar (9) is fixed with the first electric hoist (14),
Lower bracket upright bar (8) bottom is connected separately with extension rod (10) and the 4th hydraulic regulation bar (11), extension rod (10) and template branch
Frame (3) is fixed, and the 4th hydraulic regulation bar (11) is connected with lower part bottom cross beam (12), and lower part bottom cross beam (12) bottom is connected with track
It takes turns (13), the end of lower bracket cross bar (9) is connected with two the first hydraulic regulation bars (5) in splayed setting, and first is hydraulic
Adjusting rod (5) and the top of falsework (3) are fixed；Upper support walking unit (2) includes upper frame (18), upper frame
(18) it is arranged in door shape, the bottom leg of upper frame (18) is fixed on top bottom cross beam (19), top bottom cross beam (19)
Bottom be provided perpendicular to the rail wheel (13) on ground, the end and falsework (3) of top bottom cross beam (19) are fixed, top
The side of frame (18) is connected with one end of the second hydraulic regulation bar (6), the other end and template branch of the second hydraulic regulation bar (6)
Frame (3) connection, falsework (3) bottom symmetrical is hinged with connecting rod (22), the other end of connecting rod (22) respectively with pour mould
Plate (4) is fixed, third hydraulic regulation bar (7) is provided between falsework (3) and connecting rod (22), falsework (3) top is set
It sets there are three the first fixed pulley (16), there are two the first fixed pulley (16) is arranged in lower support walking unit (1) region, upper
Portion support walking unit (2) region is provided with one, is located at top bottom cross beam (19) side and is provided with second fixed pulley
(24), the first electric hoist (14) using wirerope (15) pass sequentially through two the first fixed pulleys (16) afterwards with nearest sunpender (17)
Connection, after the second electric hoist (20) passes sequentially through the second fixed pulley (24) and first fixed pulley (16) using wirerope (15)
It is connect with another sunpender (17).
2. a kind of concreting mould bases for high slope large span side slope according to claim 1, it is characterised in that: rail
Road wheel (13) is arranged on track (23), and track (23) is rail, and rail lower part separation pad is equipped with sleeper, and sleeper is arranged in coagulation
On native hard surface (21), the label of concrete hardening road surface (21) is not less than C20.
3. a kind of concreting mould bases for high slope large span side slope according to claim 2, it is characterised in that: even
Extension bar (22) is vertical with falsework (3) fixed, fixed to use high-strength bolt, is vertically and fixedly provided with and helps formwork for placing (4) and mould
Board mount keeps stability under loading between (3).
4. a kind of concreting mould bases for high slope large span side slope according to claim 3, it is characterised in that: pour
Building mould (4) is spliced and combined using several modular units, and splicing, which is all made of, between modular unit is bolted and template surface
Junction without clear gap and faulting of slab ends, the both ends of formwork for placing (4) be respectively arranged with can be connect at the top and bottom of side slope
Baffle.
5. a kind of concreting mould bases for high slope large span side slope according to claim 4, it is characterised in that: be
Guarantee pours the overall stability of mould bases, and the first electric hoist (14) and the second electric hoist (24) two sides are provided with counterweight.
6. a kind of concreting mould bases for high slope large span side slope according to claim 5, it is characterised in that: rail
Road wheel (13) drives with motor and speed reducer, and is located at lower support walking unit (1) and upper support walking unit (2)
Two rail wheels (13) used in motor and speed reducer identical model is respectively adopted.
7. a kind of concreting mould bases for high slope large span side slope according to claim 6, it is characterised in that: pour
Building mould (4) is arranged at intervals with multiple plate pulsators in the side close to falsework (3).
8. a kind of concreting mould bases for high slope large span side slope according to claim 7, it is characterised in that: root
Determine the value of slope of falsework according to the selected Slope angle value of design, the value of slope of falsework Slope angle value ±
Within the scope of 5 °, and it is advisable so that the gradient of the two is identical.
9. a kind of concreting mould bases for high slope large span side slope described according to claim 1~any one of 8,
It is characterized by: the first hydraulic regulation bar (5), the second hydraulic regulation bar (6), third hydraulic regulation bar (7) and the 4th hydraulic tune
The connection at pole (11) both ends is hinged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810795413.1A CN109083149B (en) | 2018-07-19 | 2018-07-19 | A concrete placement die carrier for high slope large-span side slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810795413.1A CN109083149B (en) | 2018-07-19 | 2018-07-19 | A concrete placement die carrier for high slope large-span side slope |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109083149A true CN109083149A (en) | 2018-12-25 |
| CN109083149B CN109083149B (en) | 2023-08-04 |
Family
ID=64837923
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810795413.1A Active CN109083149B (en) | 2018-07-19 | 2018-07-19 | A concrete placement die carrier for high slope large-span side slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109083149B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537606A (en) * | 2019-01-05 | 2019-03-29 | 北京京水建设集团有限公司 | A kind of slope protection barricade masonry formwork structure |
| CN110344421A (en) * | 2019-06-24 | 2019-10-18 | 中建桥梁有限公司 | A kind of high slope Vierendeel girder concrete construction method |
| CN111910658A (en) * | 2020-08-18 | 2020-11-10 | 云南建投第二水利水电建设有限公司 | Slope operation platform |
| CN111996916A (en) * | 2020-08-04 | 2020-11-27 | 中交第二航务工程局有限公司 | Cast-in-place box girder integrated construction equipment and construction method thereof |
| CN112663565A (en) * | 2020-12-15 | 2021-04-16 | 浙江世润建创科技发展有限公司 | Cast-in-place thin plate plain concrete slope protection formwork structure and construction method |
| CN113235621A (en) * | 2021-04-29 | 2021-08-10 | 通号工程局集团有限公司 | Cross sliding type side slope paving machine |
| CN114482054A (en) * | 2022-01-07 | 2022-05-13 | 北京城建五建设集团有限公司 | Inclined surface mattress layer pouring mold system and construction method |
Citations (28)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1092263A1 (en) * | 1982-03-15 | 1984-05-15 | Проектно-Технологический Институт По Совершенствованию Организации,Технологии И Механизации Строительства,Экономики И Асу | Forms for concreting columns |
| JPH08128049A (en) * | 1994-10-31 | 1996-05-21 | Kajima Corp | Protective construction method for large area slope surface |
| JPH08302997A (en) * | 1995-05-11 | 1996-11-19 | Toray Ind Inc | Form for casting concrete |
| JPH08312090A (en) * | 1995-05-12 | 1996-11-26 | Fujita Corp | Construction method of concrete stair with stepped form left, and stepped form |
| JP2000120046A (en) * | 1998-10-14 | 2000-04-25 | Taisei Corp | Slope concrete paving device |
| JP2001248161A (en) * | 2000-03-07 | 2001-09-14 | Fujita Corp | Method for installing concrete block on face of slope and truck and device for installing it |
| KR100628833B1 (en) * | 2006-04-07 | 2006-09-26 | (주)한국해외기술공사 | Fabric form for forming concrete with pc steel wire rope and method of protecting slope |
| CN2918535Y (en) * | 2006-12-06 | 2007-07-04 | 中国水利水电第十一工程局 | Up-down carriage pulling device for large span integrated channel concrete pouring machine |
| CN201056699Y (en) * | 2007-09-18 | 2008-05-07 | 秦瑞青 | Sliding-model parallel-moving concrete lining machine |
| CN201358464Y (en) * | 2009-02-14 | 2009-12-09 | 中国葛洲坝集团股份有限公司 | Steep thin-wall concrete lining machine |
| CN201512794U (en) * | 2009-09-03 | 2010-06-23 | 河北省水利工程局 | Row vibration sliding mode sloping surface masonry machine |
| CN202194317U (en) * | 2011-08-16 | 2012-04-18 | 江西建工第一建筑有限责任公司 | Guide rail structure for cast-in-site concrete slope surface |
| CN202830889U (en) * | 2012-10-23 | 2013-03-27 | 中国葛洲坝集团股份有限公司 | Rail type slip form device |
| CN203022010U (en) * | 2012-12-19 | 2013-06-26 | 中国水利水电第三工程局有限公司 | Side slope lining trolley |
| CN103726499A (en) * | 2013-12-17 | 2014-04-16 | 中国水利水电第十三工程局有限公司 | Roadbed slope protection truss trolley and construction method |
| CN203668951U (en) * | 2013-12-17 | 2014-06-25 | 中国水利水电第十三工程局有限公司 | Roadbed slope protection truss trolley |
| CN104131700A (en) * | 2014-01-17 | 2014-11-05 | 中国建筑第四工程局有限公司 | Method and formwork for pouring door and window cast-in-place beam |
| JP2014214578A (en) * | 2013-04-30 | 2014-11-17 | 鹿島建設株式会社 | Movable type form device for inspection gallery of dam, and construction method of inspection gallery of dam |
| CN104652299A (en) * | 2015-02-05 | 2015-05-27 | 中铁六局集团有限公司 | Electrified railway existing bridge and culvert whole-hole moving-out construction method |
| 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 |
| CN204662369U (en) * | 2015-06-08 | 2015-09-23 | 中国葛洲坝集团第六工程有限公司 | A kind of slope cantilever large form |
| CN204690763U (en) * | 2015-05-28 | 2015-10-07 | 南京明辉建设有限公司 | Long side slope protection concrete continuous fast pouring drawing-die system |
| CN204867171U (en) * | 2015-08-13 | 2015-12-16 | 南京依维柯汽车有限公司 | Manual drawing die utensil product liftout mechanism |
| CN205088625U (en) * | 2015-10-13 | 2016-03-16 | 中国葛洲坝集团第六工程有限公司 | Wave wall concrete slipform device |
| CN206681769U (en) * | 2017-04-13 | 2017-11-28 | 中煤能源研究院有限责任公司 | Gob side entry retaining pours the detachable template of pier stud by lane and combined the unit with automatic shifting stand |
| CN206844127U (en) * | 2017-04-27 | 2018-01-05 | 中国葛洲坝集团三峡建设工程有限公司 | A kind of steep side slope forced action type drawing-die |
| CN206956671U (en) * | 2017-07-05 | 2018-02-02 | 中国水利水电第八工程局有限公司 | A kind of rock-fill concrete special precast template system |
| CN208733636U (en) * | 2018-07-19 | 2019-04-12 | 中铁六局集团有限公司 | A kind of concreting mould bases for high slope large span side slope |
-
2018
- 2018-07-19 CN CN201810795413.1A patent/CN109083149B/en active Active
Patent Citations (28)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1092263A1 (en) * | 1982-03-15 | 1984-05-15 | Проектно-Технологический Институт По Совершенствованию Организации,Технологии И Механизации Строительства,Экономики И Асу | Forms for concreting columns |
| JPH08128049A (en) * | 1994-10-31 | 1996-05-21 | Kajima Corp | Protective construction method for large area slope surface |
| JPH08302997A (en) * | 1995-05-11 | 1996-11-19 | Toray Ind Inc | Form for casting concrete |
| JPH08312090A (en) * | 1995-05-12 | 1996-11-26 | Fujita Corp | Construction method of concrete stair with stepped form left, and stepped form |
| JP2000120046A (en) * | 1998-10-14 | 2000-04-25 | Taisei Corp | Slope concrete paving device |
| JP2001248161A (en) * | 2000-03-07 | 2001-09-14 | Fujita Corp | Method for installing concrete block on face of slope and truck and device for installing it |
| KR100628833B1 (en) * | 2006-04-07 | 2006-09-26 | (주)한국해외기술공사 | Fabric form for forming concrete with pc steel wire rope and method of protecting slope |
| CN2918535Y (en) * | 2006-12-06 | 2007-07-04 | 中国水利水电第十一工程局 | Up-down carriage pulling device for large span integrated channel concrete pouring machine |
| CN201056699Y (en) * | 2007-09-18 | 2008-05-07 | 秦瑞青 | Sliding-model parallel-moving concrete lining machine |
| CN201358464Y (en) * | 2009-02-14 | 2009-12-09 | 中国葛洲坝集团股份有限公司 | Steep thin-wall concrete lining machine |
| CN201512794U (en) * | 2009-09-03 | 2010-06-23 | 河北省水利工程局 | Row vibration sliding mode sloping surface masonry machine |
| CN202194317U (en) * | 2011-08-16 | 2012-04-18 | 江西建工第一建筑有限责任公司 | Guide rail structure for cast-in-site concrete slope surface |
| CN202830889U (en) * | 2012-10-23 | 2013-03-27 | 中国葛洲坝集团股份有限公司 | Rail type slip form device |
| CN203022010U (en) * | 2012-12-19 | 2013-06-26 | 中国水利水电第三工程局有限公司 | Side slope lining trolley |
| JP2014214578A (en) * | 2013-04-30 | 2014-11-17 | 鹿島建設株式会社 | Movable type form device for inspection gallery of dam, and construction method of inspection gallery of dam |
| CN103726499A (en) * | 2013-12-17 | 2014-04-16 | 中国水利水电第十三工程局有限公司 | Roadbed slope protection truss trolley and construction method |
| CN203668951U (en) * | 2013-12-17 | 2014-06-25 | 中国水利水电第十三工程局有限公司 | Roadbed slope protection truss trolley |
| CN104131700A (en) * | 2014-01-17 | 2014-11-05 | 中国建筑第四工程局有限公司 | Method and formwork for pouring door and window cast-in-place beam |
| CN104652299A (en) * | 2015-02-05 | 2015-05-27 | 中铁六局集团有限公司 | Electrified railway existing bridge and culvert whole-hole moving-out construction method |
| 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 |
| CN204690763U (en) * | 2015-05-28 | 2015-10-07 | 南京明辉建设有限公司 | Long side slope protection concrete continuous fast pouring drawing-die system |
| CN204662369U (en) * | 2015-06-08 | 2015-09-23 | 中国葛洲坝集团第六工程有限公司 | A kind of slope cantilever large form |
| CN204867171U (en) * | 2015-08-13 | 2015-12-16 | 南京依维柯汽车有限公司 | Manual drawing die utensil product liftout mechanism |
| CN205088625U (en) * | 2015-10-13 | 2016-03-16 | 中国葛洲坝集团第六工程有限公司 | Wave wall concrete slipform device |
| CN206681769U (en) * | 2017-04-13 | 2017-11-28 | 中煤能源研究院有限责任公司 | Gob side entry retaining pours the detachable template of pier stud by lane and combined the unit with automatic shifting stand |
| CN206844127U (en) * | 2017-04-27 | 2018-01-05 | 中国葛洲坝集团三峡建设工程有限公司 | A kind of steep side slope forced action type drawing-die |
| CN206956671U (en) * | 2017-07-05 | 2018-02-02 | 中国水利水电第八工程局有限公司 | A kind of rock-fill concrete special precast template system |
| CN208733636U (en) * | 2018-07-19 | 2019-04-12 | 中铁六局集团有限公司 | A kind of concreting mould bases for high slope large span side slope |
Non-Patent Citations (6)
| Title |
|---|
| FANYU ZHANG;GAO LIU;WENWU CHEN;SHOUYUN LIANG;RANSHENG CHEN;WENFENG HAN;: "Human-induced landslide on a high cut slope: a case of repeated failures due to multi-excavation", JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, no. 04 * |
| ZUYU CHEN;ZHEN WANG;HAO XI;ZEYAN YANG;LICHUN ZOU;ZHONG ZHOU;CHUANGBING ZHOU;: "Recent advances in high slope reinforcement in China:Case studies", JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, no. 06 * |
| 林春园;: "半逆作区斜坡高大模板支撑传力系统设计与应用", 河南建材, no. 04 * |
| 海新龙;: "水利工程斜坡混凝土施工", 黑龙江水利科技, no. 11 * |
| 王利刚;: "浅谈滑模在均质土坝上游护坡混凝土施工中的应用", 陕西水利, no. 01 * |
| 肖辉;: "简易滑模在斜坡护面混凝土施工中的应用", 黑龙江科技信息, no. 36 * |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537606A (en) * | 2019-01-05 | 2019-03-29 | 北京京水建设集团有限公司 | A kind of slope protection barricade masonry formwork structure |
| CN109537606B (en) * | 2019-01-05 | 2024-01-23 | 北京京水建设集团有限公司 | Slope protection retaining wall masonry template structure |
| CN110344421A (en) * | 2019-06-24 | 2019-10-18 | 中建桥梁有限公司 | A kind of high slope Vierendeel girder concrete construction method |
| CN111996916A (en) * | 2020-08-04 | 2020-11-27 | 中交第二航务工程局有限公司 | Cast-in-place box girder integrated construction equipment and construction method thereof |
| CN111910658A (en) * | 2020-08-18 | 2020-11-10 | 云南建投第二水利水电建设有限公司 | Slope operation platform |
| CN112663565A (en) * | 2020-12-15 | 2021-04-16 | 浙江世润建创科技发展有限公司 | Cast-in-place thin plate plain concrete slope protection formwork structure and construction method |
| CN113235621A (en) * | 2021-04-29 | 2021-08-10 | 通号工程局集团有限公司 | Cross sliding type side slope paving machine |
| CN114482054A (en) * | 2022-01-07 | 2022-05-13 | 北京城建五建设集团有限公司 | Inclined surface mattress layer pouring mold system and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109083149B (en) | 2023-08-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109083149A (en) | A kind of concreting mould bases for high slope large span side slope | |
| CN101586330B (en) | Receding construction method of cradle of continuous girder bridge made of prestressing concrete | |
| CN208733636U (en) | A kind of concreting mould bases for high slope large span side slope | |
| CN202064293U (en) | Traction system used for steel trussed beam cantilever hauling construction | |
| CN102094392B (en) | Lower supported hanging basket in bridge construction and application thereof | |
| CN106013233B (en) | Sliding system and its construction method for underground pipe gallery cast-in-place construction | |
| CN110453613B (en) | Full-section one-step suspension casting construction method for large-span beam bridge box girder | |
| CN110528402A (en) | A kind of construction method of the more purlin piece combination Hanging Baskets of ultra-wide box beam | |
| CN109137759A (en) | A kind of prestressed concrete box girder precast segment cantilever assembling method and system | |
| CN109868755A (en) | A kind of cradle construction method of Rhombic Truss Hanging Basket and cantilever beam | |
| CN201056836Y (en) | Dual-function screw prop creeping formwork system | |
| CN106337361B (en) | A kind of separate type FRP- concrete-steel combination beam bridge structure and construction method | |
| CN108824199B (en) | Arch bridge construction method of underneath type hanging basket | |
| CN107386246B (en) | A kind of lock chamber wall Construction Through Form on Traveler method | |
| CN108487080B (en) | Super-span T-type rigid structure beam side earnestly supports pinner reversed construction method | |
| CN109137747A (en) | A kind of flexible suspension for long-span arch bridge main girder construction | |
| CN206784172U (en) | Overpass anti-collision wall formwork hoisting conveyance | |
| CN209066293U (en) | A kind of flexible suspension for long-span arch bridge main girder construction | |
| CN208105304U (en) | A kind of irrigation canals and ditches Retaining wall telescoping steel form | |
| CN109457619A (en) | A kind of mobile bracket of composite multi-functional for concrete girder cast-in-place construction | |
| CN109610354A (en) | Cast-in-place slab culvert template system and the cast-in-place slab culvert template system construction method of application | |
| CN106013234B (en) | The construction method of underground pipe gallery | |
| CN210256628U (en) | Self-adaptive outer mold system for prefabricating concrete | |
| CN109577206A (en) | Hollow High Pier formwork system and construction method | |
| CN214993219U (en) | Concrete placement platform truck is contained to apron |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |