CN102434173A - Concrete flinger - Google Patents
Concrete flinger Download PDFInfo
- Publication number
- CN102434173A CN102434173A CN2011104306845A CN201110430684A CN102434173A CN 102434173 A CN102434173 A CN 102434173A CN 2011104306845 A CN2011104306845 A CN 2011104306845A CN 201110430684 A CN201110430684 A CN 201110430684A CN 102434173 A CN102434173 A CN 102434173A
- Authority
- CN
- China
- Prior art keywords
- concrete
- flinger
- elevating screw
- belt
- cloth
- 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.)
- Pending
Links
Images
Abstract
A concrete flinger is characterized by comprising a framework chassis, a running system, a slipper bracket, a horizontally-adjustable belt-type thrower system, a lift turbine, a distribution system, a lift screw rod, an inclined framework stay bar, a lift screw rod seat and a horizontal lift screw rod connecting beam. For the concrete flinger, concrete is thrown through the horizontally-adjustable belt-type thrower system and then passes through a horizontal belt to be flung at high speed in the horizontal direction, so hard concrete can be uniformly flung on the surface of the wall insulation core material, since a flinging technology is adopted, concrete can be formed with high density so as to reach rapid hardening state, the meaningful effects of the invention are that the concrete flinger can solve the phenomenon that rebound and fallen materials generated by the traditional high pressure gas injection process, so aggregate gradation is decreased, and the concrete strength is reduced, and the concrete flinger can replace the traditional complex molding process of cast-in-place concrete, and is one preferred building machinery in current thin shell concrete construction.
Description
Technical field:
The invention belongs to the building machinery field, be specifically related to a kind of concrete flinger.
Background technology:
At present; The used concrete construction major part of Building Trade in China all is to adopt moulding cast in place process, especially riser member, generally adopts the cast-in-place or spraying high-pressure gas concrete technology of traditional moulding; Can't resolve problems such as form removal immediately and concrete rapid hardening at all; Seriously having restricted cast-in-situ concrete influences the duration that building integral is constructed, and the present invention has founded in riser type concrete component manufacturing process, makes new concrete construction technologies such as the moulding of cast-in-situ concrete high density, rapid hardening.
Summary of the invention:
The object of the present invention is to provide a kind of concrete flinger, the cast-in-place thin shell concrete of this invention solution does not have mould is not had some problems such as the high density of vibrating moulding, quick setting and high strength
This concrete flinger is characterized in that it is by frame chassis, running gear, slipper bracket; Material casting system that the belt-type level is adjustable, up-down turbine, cloth system, elevating screw; Oblique frame brace, elevating screw seat, elevating screw laterally connect beam, the concrete flinger that is together to form.
A kind of concrete flinger preparation method is made up of following steps:
According to Figure of abstract; Make the metal framework chassis; The configuration line walking system; The adjustable material casting of belt-type level system, up-down turbine, the cloth system of slipper bracket and configuration on it be installed on by elevating screw, oblique frame brace, elevating screw seat, elevating screw jointly laterally connect among the jacking system that beam forms the concrete flinger that is together to form.
A kind of concrete flinger application operating method is made up of following steps:
With the harsh concrete material after the mechanical agitation; Pack in the hopper in the cloth system, after the start, through the rotating screw cloth rolling bar that is provided with in the cloth system; Concrete material is evenly fallen within on the belt that is provided with in the adjustable material casting of the belt-type level system of rotation at a high speed; Aim at the respective transversal projectile range through running gear, adjust vertical projectile range through jacking system, according to concrete members thickness with the concrete material impelling on member basic unit.
Beneficial effect of the present invention:
Can solve the resilience that traditional spraying high-pressure gas concrete technology produced and land material too much; The grading of aggregate grade weakens; The phenomenon that concrete strength is reduced; The complicated moulding technology of instead tradition cast-in-situ concrete can be used for the tunnel support engineering again, is one of building machinery first-selected in the middle of the present thin shell concrete construction.
Description of drawings:
Accompanying drawing is an organigram of the present invention.
Among the figure: frame chassis 1, running gear 2, slipper bracket 3, material casting system 4 that the belt-type level is adjustable, up-down turbine 5, cloth system 6, elevating screw 7, oblique frame brace 8, elevating screw seat 9, elevating screw laterally connect beam 10,
The specific embodiment:
Shown in accompanying drawing, this concrete flinger, it is by frame chassis 1, running gear 2; Slipper bracket 3, material casting system 4 that the belt-type level is adjustable, up-down turbine 5; Cloth system 6, elevating screw 7, oblique frame brace 8; Elevating screw seat 9, elevating screw laterally connect beam 10, the concrete flinger that is together to form.
A kind of concrete flinger preparation method is made up of following steps:
According to accompanying drawing; Make metal framework chassis 1; Configuration line walking system 2; Slipper bracket 3 and its are gone up the adjustable material casting of the belt-type level system 4, up-down turbine 5, the cloth system 6 that dispose to be installed on jointly by elevating screw 7, oblique frame brace 8, elevating screw seat 9, elevating screw and laterally to connect among the jacking system that beam 10 formed the concrete flinger that is together to form.
A kind of concrete flinger application operating method is made up of following steps:
With the harsh concrete material after the mechanical agitation; Pack in the hopper in the cloth system 6, after the start, through the rotating screw cloth rolling bar that is provided with in the cloth system 6; Concrete material is evenly fallen within on the belt that is provided with in the adjustable material casting of the belt-type level system 4 of rotation at a high speed; Aim at the respective transversal projectile ranges through Running System 2 system, adjust vertical projectile range through jacking system, according to concrete members thickness with the concrete material impelling on member basic unit.
Beneficial effect of the present invention:
Can solve the resilience that traditional spraying high-pressure gas concrete technology produced and land material too much; The grading of aggregate grade weakens; The phenomenon that concrete strength is reduced; The complicated moulding technology of instead tradition cast-in-situ concrete can be used for the tunnel support engineering again, is one of building machinery first-selected in the middle of the present thin shell concrete construction.
The above only is preferred embodiment of the present invention, is not the present invention is done any pro forma restriction, and any simple modification, equivalent variations and modification that every foundation technical spirit of the present invention is done all belong within the technical scheme scope of the present invention.
Claims (3)
1. concrete flinger, it is characterized in that: it is by frame chassis (1), running gear (2); Slipper bracket (3), material casting system that the belt-type level is adjustable (4), up-down turbine (5); Cloth system (6), elevating screw (7), oblique frame brace (8); Elevating screw seat (9), elevating screw laterally connect beam (10), the concrete flinger that is together to form.
2. the preparation method of a kind of concrete flinger as claimed in claim 1 is characterized in that, is made up of following steps:
Make metal framework chassis (1); Configuration line walking system (2); The adjustable material casting of belt-type level system (4), up-down turbine (5), the cloth system (6) that slipper bracket (3) and its go up are disposed is installed on jointly by elevating screw (7), oblique frame brace (8), elevating screw seat (9), elevating screw and laterally connects among the jacking system that beam (10) formed the concrete flinger that is together to form.
3. the application operating method of a kind of concrete flinger as claimed in claim 1 is characterized in that, is made up of following steps:
With the harsh concrete material after the mechanical agitation; Pack in the hopper in the cloth system (6), after the start, through the rotating screw cloth rolling bar that is provided with in the cloth system (6); Concrete material is evenly fallen within on the belt that is provided with in the adjustable material casting of the belt-type level system (4) of rotation at a high speed; Aim at the respective transversal projectile range through running gear (2), adjust vertical projectile range through jacking system, according to concrete members thickness with the concrete material impelling on member basic unit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104306845A CN102434173A (en) | 2011-12-21 | 2011-12-21 | Concrete flinger |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104306845A CN102434173A (en) | 2011-12-21 | 2011-12-21 | Concrete flinger |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102434173A true CN102434173A (en) | 2012-05-02 |
Family
ID=45982494
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011104306845A Pending CN102434173A (en) | 2011-12-21 | 2011-12-21 | Concrete flinger |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102434173A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3611785A1 (en) * | 1986-04-08 | 1987-10-15 | Weiss Geb Kg | ARRANGEMENT FOR APPROXIMATELY FILLING UP VERTICAL CONTAINERS IN CIRCULAR CROSS-SECTIONS WITH SCHUETTGUETE |
| US20040151565A1 (en) * | 2001-10-01 | 2004-08-05 | Zaun Richard D. | Apparatus for transporting and filling freight containers |
| EP1434478B1 (en) * | 2001-10-01 | 2005-01-26 | Deere & Company | Cart for bulk filling intermodal containers |
| CN101126320A (en) * | 2006-08-16 | 2008-02-20 | 北京中矿机电工程技术研究所 | Materials casting device |
| US7540700B2 (en) * | 2004-06-17 | 2009-06-02 | Deere & Company | Grain cart with intermodal container loader |
| CN201592891U (en) * | 2010-01-14 | 2010-09-29 | 中国石油天然气股份有限公司 | Automatic sand delivering machine used for petroleum drilling |
| CN101974971A (en) * | 2010-11-01 | 2011-02-16 | 河海大学 | Full automatic wall facing concrete injection system |
| CN201801800U (en) * | 2010-09-03 | 2011-04-20 | 郑州知信机电科技开发有限公司 | Concrete feeder |
-
2011
- 2011-12-21 CN CN2011104306845A patent/CN102434173A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3611785A1 (en) * | 1986-04-08 | 1987-10-15 | Weiss Geb Kg | ARRANGEMENT FOR APPROXIMATELY FILLING UP VERTICAL CONTAINERS IN CIRCULAR CROSS-SECTIONS WITH SCHUETTGUETE |
| US20040151565A1 (en) * | 2001-10-01 | 2004-08-05 | Zaun Richard D. | Apparatus for transporting and filling freight containers |
| EP1434478B1 (en) * | 2001-10-01 | 2005-01-26 | Deere & Company | Cart for bulk filling intermodal containers |
| US7540700B2 (en) * | 2004-06-17 | 2009-06-02 | Deere & Company | Grain cart with intermodal container loader |
| CN101126320A (en) * | 2006-08-16 | 2008-02-20 | 北京中矿机电工程技术研究所 | Materials casting device |
| CN201592891U (en) * | 2010-01-14 | 2010-09-29 | 中国石油天然气股份有限公司 | Automatic sand delivering machine used for petroleum drilling |
| CN201801800U (en) * | 2010-09-03 | 2011-04-20 | 郑州知信机电科技开发有限公司 | Concrete feeder |
| CN101974971A (en) * | 2010-11-01 | 2011-02-16 | 河海大学 | Full automatic wall facing concrete injection system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103114604B (en) | Prestressed concrete tubular type wind generating set foundation | |
| CN203716181U (en) | Anti-subsidence structural body on well mouth periphery of round inspection well | |
| CN102678762A (en) | Support member | |
| CN205387692U (en) | Dam body and river course drop | |
| CN101745968B (en) | Gel injection molding and forming technology of specific zircon brick | |
| CN102434173A (en) | Concrete flinger | |
| CN103521702A (en) | Large-scale box part precoated sand shell-type casting technology method | |
| CN107178081A (en) | A kind of prestressing force post jacking variable cross-section hollow shell pill and its construction method | |
| CN205761659U (en) | Prevent the cast structure of casting crack and plane deformation | |
| CN108162160B (en) | Method and device for manufacturing composite forming precast concrete steel pipe pile | |
| CN106437776A (en) | Pressing die shotcreting construction technology for primary support of steel shotcrete of tunnel and primary support pressing die | |
| CN102827980A (en) | Construction method for casting material in area of blast-furnace tuyere without supporting die | |
| CN106555101A (en) | The preparation method of split type cylinder sleeve | |
| CN201891114U (en) | Dual radial mesh cage sandstone pile | |
| CN205329714U (en) | Compound retaining wall structure of highway precast concrete piece | |
| CN102431078B (en) | Gantry type prefabrication light steel composite concrete wallboard forming machine | |
| CN101773987B (en) | Furan resin sand mold for producing heavy castings and sand core bumping method | |
| CN102059739A (en) | Production process of lining-type anti-corrosion reinforced concrete pipe | |
| CN111423183A (en) | Shield segment self-compacting concrete forming process | |
| CN204935889U (en) | Concurrent mortar leakage prevention mould | |
| CN219566422U (en) | Roller way device for iron mold sand coating production line | |
| CN204590395U (en) | A kind of heat-insulating wall block | |
| CN213645793U (en) | Device is used in production of environment-friendly rainwater grate | |
| CN207154703U (en) | Sandbox | |
| CN113898346B (en) | Temperature control anti-cracking method for shield working well bottom plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20120502 |