CN201172824Y - Inclined slope concrete lining combined template trolley - Google Patents
Inclined slope concrete lining combined template trolley Download PDFInfo
- Publication number
- CN201172824Y CN201172824Y CNU2008200663851U CN200820066385U CN201172824Y CN 201172824 Y CN201172824 Y CN 201172824Y CN U2008200663851 U CNU2008200663851 U CN U2008200663851U CN 200820066385 U CN200820066385 U CN 200820066385U CN 201172824 Y CN201172824 Y CN 201172824Y
- Authority
- CN
- China
- Prior art keywords
- concrete
- slope
- combined type
- construction
- steel pipe
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Road Paving Machines (AREA)
Abstract
The utility model relates to a slope concrete lining combined type mould plate trolley, which belongs to the concrete construction equipment. The slope concrete lining combined type mould plate trolley mainly comprises a section steel bracket, wherein a front road wheel and a rear road wheel are respectively arranged on the section steel bracket, a steel pipe truss is connected with mould plates on two lateral surfaces through a bracing-pulling steel wire, a sliding top mould is suspended on the steel pipe truss. The slope concrete lining combined type mould plate trolley adopts the combined type trolley to achieve that integral formwork erection and integral demoulding of concrete construction of a section structure are uniformly built on a slope, an operator is released from onerous physical operation, construction speed is accelerated, and the problem that a slope concrete pouring skidding oblique plane is uneven is solved. The utility model has the advantages of simple processing and manufacturing, easy material drawing, convenient operation, economy and applicability, which guarantees the forming quality of concrete, avoids material waste on manual assembling sites of bulk mould plates, assures civilized construction on site, and achieves clean sites after construction.
Description
Technical field
The utility model relates to a kind of concrete construction formwork jumbo, particularly a kind of novel overall formula gang form chassis of building unified section concrete structure construction on the slope that is applicable to.
Background technology
Many concrete constructions are built on the slope of massif usually in the Hydraulic and Hydro-Power Engineering construction both at home and abroad at present, this structure generally is the unified structure section, usually adopt template in bulk manually to tear formwork erection open during construction, concrete was suitable slippery when particularly slope vibrated, surface forming is of poor quality, and constructional difficulties, time-consuming on the slope, the waste on the material is also bigger.
Summary of the invention
The purpose of this utility model to provide exactly a kind of simple in structure, draw materials easily, simple to operation, fully guarantee the concrete formation quality, be applicable to the novel formwork jumbo of building the template construction of unified section concrete structure on the slope.
The purpose of this utility model is achieved in that a kind of slope concrete lining combined type formwork jumbo, comprise shaped steel carriage 7, shaped steel carriage 7 two ends are respectively equipped with front walking wheel 5 and rear walking wheel 8, steel pipe truss 1 draws steel wire 2 to be connected with two sides template 3 by support, and slip backform 4 is suspended on the steel pipe truss 1.Top sliding formwork 4 hangs on the slide rail 9 that is fixed on two ends, steel pipe truss 1 top, and the two ends of slide rail 9 are equipped with the pulley 10 that can slide in slide rail 9.
The slope concrete lining combined type formwork jumbo that the utility model provides, adopt the form of composed bogie to realize building on the slope the whole demoulding of the whole formwork erection of unified section structure concrete construction, the operator constructor is freed from heavy physical efficiency operation, accelerated speed of application, solved the problem of the slippery inclined-plane of slope concreting injustice, and the processing and fabricating of chassis simple, draw materials easy, simple to operation, economic and practical.Guaranteed the concrete formation quality, the application of this composed bogie has avoided the waste of material at the artificial assembly unit of template in bulk scene to guarantee on-the-spot civilized construction, has realized that intact of worker is clear.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is a main TV structure schematic diagram of the present utility model.
Fig. 2 is a side-looking structural representation of the present utility model.
The specific embodiment
As depicted in figs. 1 and 2, the utility model comprises shaped steel carriage 7, and shaped steel carriage 7 two ends are respectively equipped with front walking wheel 5 and rear walking wheel 8, and steel pipe truss 1 draws steel wire 2 to be connected with two sides template 3 by support, and slip backform 4 is suspended on the steel pipe truss 1.Top sliding formwork 4 hangs on the slide rail 9 that is fixed on two ends, steel pipe truss 1 top, and the two ends of slide rail 9 are equipped with the pulley 10 that can slide in slide rail 9.Operation all can be stood on operating platform 12.
The utility model composed bogie steel pipe truss 1, link with the steel pipe cross and to be connected into stressed truss and to link to each other by support wire drawing bar 2, with side form and bear concrete lateral pressure, tighten up support wire drawing bar 2 during the demoulding, make side form 3, break away from concrete surface.Be lifted 5cm with jack 6 jack-up shaped steel carriages 7, whole chassis simultaneously, put down front walking wheel 5, rear walking wheel 8, and tighten the wheel carrier connecting bolt, this moment, whole chassis was held up by four road wheels, by the hoist engine traction, realized trolley running.
The utility model top sliding formwork 4, be to hang on the slide rail that is fixed on the top truss two ends, the two ends of sliding formwork are equipped with pulley 10, can slide in slide rail 9 grooves, move by the Chain block traction, realize the slope concrete moulding.At chassis bottom, along with the concreting rising is progressively upwards slided, concreting finishes the top that the back sliding formwork slides into chassis when concreting begins for it.Finish a storehouse concreting.
Road wheel design of the present utility model has liftable turning rolls; Chassis is during by jack stand, wheel carrier is descended, chassis breaks away from concrete structure, arrive next lining cutting section by hoist engine traction chassis after, jack-up again, wheel carrier regained, regain jack simultaneously, the chassis height is in original state, adjusts support wire drawing bar 2 again, makes side form 3 on the concrete structure line, sliding formwork is slowly put back to face bottom, storehouse, and chassis is in place to finish.With steel pipe diagonal brace stretching chassis, the artificial formwork erection of enfeoffment, check and accept after operation finishes and carry out concreting.
The utility model composed bogie steel pipe truss 1, be with steel pipe cross card connection, form a stressed truss, it links to each other by support wire drawing bar 2, with side form and bears concrete lateral pressure, that is: the lateral pressure that produces during concreting is directly passed to side form 3, side form 3 through support wire drawing bar 2, pass to steel pipe truss 1.When the demoulding, tighten up support wire drawing bar 2, make side form 3, break away from concrete surface.Be lifted 5cm with jack 6 jack-up shaped steel carriages 7, whole chassis simultaneously, road wheel 5,8 before and after putting down, and tighten the wheel carrier connecting bolt, this moment, whole chassis was held up by four road wheels, by the hoist engine traction, realized trolley running.Top sliding formwork 4, be to hang on the slide rail that is fixed on the top truss two ends, the two ends of slide rail are equipped with pulley, can slide in sliding-rail groove, move by the Chain block traction, realize the slope concrete moulding.It at chassis bottom, upwards slides with the Chain block traction when rising along with concreting when concreting begins, and concreting finishes the top that the back sliding formwork is drawn to chassis.Finish a storehouse concreting.
The utility model is to realize that like this chassis is lifted certain distance and walks in place forward.Design has liftable turning rolls on the road wheel; Normal condition is to be the height of chassis when being in concreting, after concreting finishes, tighten up side form, side form leaves concrete surface, again with jack with chassis jack-up, the front and back wheel carrier is descended, whole chassis is elevated certain distance (5cm), break away from concrete structure, jack comes up, make the front walking wheel land on the rail of completing 11, the rear walking wheel land are on the concrete surface of building, arrive next lining cutting section by hoist engine traction chassis this moment, and then with jack 6 jack-up, wheel carrier is regained, regain jack 6 simultaneously, the chassis height is in original state, adjust support wire drawing bar 2 again, make side form 3, on the concrete structure line, sliding formwork is slowly put back to face bottom, storehouse, and chassis is in place to finish.With steel pipe diagonal brace stretching chassis, the artificial formwork erection of enfeoffment, check and accept after operation finishes and carry out concreting.
Claims (2)
1, a kind of slope concrete lining combined type formwork jumbo, comprise shaped steel carriage (7), it is characterized in that: be respectively equipped with front walking wheel (5) and rear walking wheel (8) on the shaped steel carriage (7), steel pipe truss (1) draws steel wire (2) to be connected with two sides template (3) by support, and slip backform (4) is suspended on the steel pipe truss (1).
2, slope concrete lining combined type formwork jumbo according to claim 1, it is characterized in that: top sliding formwork (4) hangs on the slide rail (9) that is fixed on steel pipe truss (1) two ends, top, and the two ends of slide rail (9) are equipped with the pulley (10) that can slide in slide rail (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200663851U CN201172824Y (en) | 2008-03-31 | 2008-03-31 | Inclined slope concrete lining combined template trolley |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200663851U CN201172824Y (en) | 2008-03-31 | 2008-03-31 | Inclined slope concrete lining combined template trolley |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201172824Y true CN201172824Y (en) | 2008-12-31 |
Family
ID=40199937
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200663851U Expired - Fee Related CN201172824Y (en) | 2008-03-31 | 2008-03-31 | Inclined slope concrete lining combined template trolley |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201172824Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102206999A (en) * | 2011-05-26 | 2011-10-05 | 湖南五新重型装备有限公司 | Traveling mechanism for large-gradient tunnel lining trolley |
-
2008
- 2008-03-31 CN CNU2008200663851U patent/CN201172824Y/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102206999A (en) * | 2011-05-26 | 2011-10-05 | 湖南五新重型装备有限公司 | Traveling mechanism for large-gradient tunnel lining trolley |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108442255B (en) | Movable formwork bridge fabrication machine and construction method for cast-in-situ bridge fabrication | |
| CN106089253B (en) | A kind of all-hydraulic template system poured for culvert | |
| CN201003145Y (en) | Upward and self-walking type mobile die carrier | |
| CN104631333B (en) | Arch bridge needle beam, stringer and floorings cast-in-place construction travelling bridge and method | |
| CN101725111B (en) | Totally enclosed cradle and construction method for suspending cast of concrete by using same | |
| CN201943045U (en) | Automatic-moving hydraulic cantilever gantry concrete placement device for wave wall | |
| CN205314542U (en) | Construction liquid die plate device that climbs | |
| CN110700119A (en) | Upper traveling system of assembled Bailey beam hanging basket and design method thereof | |
| CN106593469A (en) | Trolley for construction of inverted arch | |
| CN110904969A (en) | High steep slope slab corridor structure concrete placement slipform system | |
| CN205364148U (en) | PC track beam mold | |
| CN207567810U (en) | A kind of formwork jumbo for pipe gallery cast-in-place concrete slding form operation | |
| CN205936645U (en) | A full liquid die plate system for culvert is pour | |
| CN205400756U (en) | Variable section platform truck | |
| CN107419746A (en) | A kind of mobile formwork system and its construction method | |
| CN201963317U (en) | Single-side steel mould trolley | |
| CN208950298U (en) | A kind of new structure circular cross section cylinder mould | |
| CN104452763B (en) | Spillwag chute concrete adopts track embedded type drawing-die construction method | |
| CN103419279A (en) | Overall dismantling and longitudinal slipping construction method of T beam formwork | |
| CN201172824Y (en) | Inclined slope concrete lining combined template trolley | |
| CN105887885A (en) | Symmetric rock anchor beam concrete pouring trolley | |
| CN211547804U (en) | Cantilever type retaining wall rapid construction device | |
| CN205669313U (en) | A kind of Universal adjustable hangs template system | |
| CN102225580B (en) | Method for longitudinally moving box girder internal mold | |
| CN201526013U (en) | Positive sprocket wheel walking type cradle |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20100820 Address after: 100022, No. 91, Jianguo Road, Beijing, Chaoyang District, 21 A block, golden Center Patentee after: China Gezhouba (Group) Corporation Address before: 443002 Hubei province Yichang City Road No. 1 Co-patentee before: Gezhouba Dam group Sanxia Industrial Co., Ltd. Patentee before: China Gezhouba Group Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081231 Termination date: 20170331 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |