CN200999619Y - Large-sized underground chamber anchor rod construction concrete grouting machine - Google Patents

Large-sized underground chamber anchor rod construction concrete grouting machine Download PDF

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Publication number
CN200999619Y
CN200999619Y CNU2007201043141U CN200720104314U CN200999619Y CN 200999619 Y CN200999619 Y CN 200999619Y CN U2007201043141 U CNU2007201043141 U CN U2007201043141U CN 200720104314 U CN200720104314 U CN 200720104314U CN 200999619 Y CN200999619 Y CN 200999619Y
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CN
China
Prior art keywords
belt pulley
rabbling
reduction box
circuit
slip casting
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
Application number
CNU2007201043141U
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Chinese (zh)
Inventor
田锦彪
赵开华
杨建发
锁培林
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Individual
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Individual
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Filing date
Publication date
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Priority to CNU2007201043141U priority Critical patent/CN200999619Y/en
Application granted granted Critical
Publication of CN200999619Y publication Critical patent/CN200999619Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a large scale concrete injecting paste machine for underground chamber anchor rod construction, which belongs to the technical field of engineer machine, and is composed of a fixing mechanism, an injecting paste mechanism and electric control components. Wherein, the rabbling mechanism is composed of a reduction box (8), a rabbling motor (7) connected with one end of the reduction box (8), a belt pulley (9) connected with another end of the reduction box (8), a belt pulley (6) connected with the belt pulley (9) through a belt (5) and a rabbling hopper (4) fixed on a rotating shaft of the belt pulley (6) and positioned with a vertical rabbling shaft and an outlet; a paste outputting pipe (1) in the injecting paste mechanism is taper body; the electric control components comprises an electric cabinet (10) and a system circuit fixed inside the electric cabinet (10) and composed of a rabbling mechanism circuit, an injecting paste circuit and a control switch circuit. The utility model has the advantages of simple and compact structure, convenient maintenance, low cost, long service life, and the integration of the fixing and injecting, which is applicable for water and electricity engineer.

Description

A kind of large underground hole anchor bolt construction concrete grouting machine
Technical field:
The utility model relates to a kind of large underground hole anchor bolt construction concrete grouting machine, belongs to technical field of engineering machinery.Suitable especially hydroelectric project.
Background technology:
Domestic present supporting construction in the large underground hole engineering of building; basically all be the special concrete grouting machine of Mace that adopts Sweden to produce; this equipment transfer gear box is damaged easily, application life is not long; it is longer to buy the arrival cycle; cost an arm and a leg, design of electrical system has protective device, and is comparatively complicated; maintenance difficult is made troubles to production.
By literature search, do not see open report with the utility model same structure.
Summary of the invention:
The purpose of this utility model is to overcome the deficiency of prior art, and provide a kind of simple in structure and compact, easy to maintenance, cost is low, the large underground hole anchor bolt construction concrete grouting machine of long service life.
The utility model is made up of rabbling mechanism, slip casting mechanism and electric controling part.Wherein:
A. in the rotating shaft that be fixed on belt pulley (6) that the rabbling mechanism on the column of frame (14) of slip casting mechanism top is connected with belt pulley (9) by reduction box (8), the stirring motor (7) that is connected with reduction box (8) one ends, the belt pulley (9) that is connected with reduction box (8) other end, by belt (5), is fixed on belt pulley (6) and be provided with stirring vertical shaft and outlet stirring hopper (4) formation;
B. slip casting mechanism by be fixed on frame (the conveying motor (11) on 14, reduction box (12), the utility model that is connected with the axle of reduction box (12), the booster body (2) that is connected with defeated hopper (3) outlet understanding, bullet outlet pipe (1) formation that is connected with booster body (2), booster body (2) is made up of known supercharging worm screw and supercharging stator;
C. electric controling part by by electric wire respectively with stirring motor (7) with carry electric control box (10) on the output column that is connected with input, that be fixed on frame (14) of motor (11), be fixed on the interior circuit system that constitutes by rabbling mechanism circuit, slip casting mechanism circuit and gauge tap circuit of electric control box (10) and form.
Mechanical part of the present utility model adopts the component of market sale to be assembled by shown in Figure 1 with conventional method; Control section adopts the electronic component of market sale to be assembled by shown in Figure 2 with conventional method.
The utlity model has simple in structure and compact, easy to maintenance, cost is low, long service life, collection concrete stir and slip casting is advantages such as one, can be widely used in hydroelectric project.
Description of drawings:
Fig. 1 is the utility model structure assembling schematic diagram.Among the figure: sequence number 15 is a road wheel for adjustment supporting leg, sequence number 13.
Fig. 2 is an electrical schematic diagram of the present utility model.Among the figure: the left side is that rabbling mechanism electrical schematic diagram, centre are the gauge tap electrical schematic diagram for slip casting mechanism electrical schematic diagram, the right
The specific embodiment:
At first, adopt the component of market sale to obtain the utility model by Fig. 1, assembling shown in Figure 2 with conventional method.Wherein: the housing that stirs hopper (4) is that the housing of overhead cylinder, defeated hopper (3) is overhead cone.Important technological parameters such as following table in rabbling mechanism and the slip casting mechanism:
Project Unit Parameter
Rabbling mechanism Power of motor KW 2.2
The reduction box allowable torque N·m 490
The vertical shaft rotating speed Rev/min About 50
Bucket capacity m 3 0.2
Slip casting mechanism Power of motor KW 5.5
The reduction box allowable torque N·m 392
Carry the body rotating speed Rev/min About 160
Pressure Mpa 0.5-6
The sand-lime particle diameter mm ≤5
Volume m 3 0.12
Appearance and size mm 2250×800×1200
State the course of work of the present utility model below in conjunction with accompanying drawing:
The gauge tap of rabbling mechanism is placed " stopping " position, closed control power switch, gauge tap is placed " clockwise " position, rabbling mechanism work, after the stirring for the treatment of cement mortar is finished gauge tap is placed " stopping " position, again gauge tap is placed " counter-rotating " position to enter defeated hopper (3) to assist cement mortar.
Closed control power switch, booster body (2) control circuit gets electric, presses the button SB2 " slip casting " button, and the 2KM action carries motor (11) just to change; Drive reducer (12), conveyor screw rotation, mortar is transported to booster body (2) from defeated hopper (3), be transported to the place that needs through outlet pipe (1) again.
Slip casting is finished when needing to shut down, and presses " stopping " button SB2.At this moment, press SB3 " pressure release " button again, motor (11) counter-rotating is carried in the 1KM action, thereby makes booster body (2) decompression when counter-rotating, reaches the purpose that pressure discharges.
The utility model is used widely in all cavern's supporting constructions of Xi Luodu right bank underground power station, Jinsha jiang River, proves that this machine reaches designing requirement fully.

Claims (1)

1, a kind of large underground hole anchor bolt construction concrete grouting machine comprises slip casting mechanism and electric controling part, it is characterized in that this machine also comprises the rabbling mechanism on the column of the frame (14) that is fixed on slip casting mechanism top; Wherein:
A. the belt pulley (6) that is connected with belt pulley (9) by reduction box (8), the stirring motor (7) that is connected with reduction box (8) one ends, the belt pulley (9) that is connected with reduction box (8) other end, by belt (5) of rabbling mechanism, be fixed on belt pulley (6) rotating shaft on and be provided with stir vertical shaft and outlet stirring hopper (4) constitute;
B. the outlet pipe (1) in the slip casting mechanism is a bullet;
C. electric controling part by by electric wire respectively with stirring motor (7) with carry electric control box (10) on the output column that is connected with input, that be fixed on frame (14) of motor (11), be fixed on the interior circuit system that constitutes by rabbling mechanism circuit, slip casting mechanism circuit and gauge tap circuit of electric control box (10) and form.
CNU2007201043141U 2007-01-11 2007-01-11 Large-sized underground chamber anchor rod construction concrete grouting machine Expired - Fee Related CN200999619Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007201043141U CN200999619Y (en) 2007-01-11 2007-01-11 Large-sized underground chamber anchor rod construction concrete grouting machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007201043141U CN200999619Y (en) 2007-01-11 2007-01-11 Large-sized underground chamber anchor rod construction concrete grouting machine

Publications (1)

Publication Number Publication Date
CN200999619Y true CN200999619Y (en) 2008-01-02

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2007201043141U Expired - Fee Related CN200999619Y (en) 2007-01-11 2007-01-11 Large-sized underground chamber anchor rod construction concrete grouting machine

Country Status (1)

Country Link
CN (1) CN200999619Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105089272A (en) * 2015-09-14 2015-11-25 张荣斌 Grouter with stirring device and control method of grouter
CN105257000A (en) * 2015-09-14 2016-01-20 张荣斌 Grouting machine, and control system and concrete conveying method thereof
CN105274993A (en) * 2015-09-14 2016-01-27 张荣斌 Novel stirring type grouter, and control system and stirring method thereof
CN108340488A (en) * 2018-03-02 2018-07-31 张刚 A kind of concrete stirring conveying device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105089272A (en) * 2015-09-14 2015-11-25 张荣斌 Grouter with stirring device and control method of grouter
CN105257000A (en) * 2015-09-14 2016-01-20 张荣斌 Grouting machine, and control system and concrete conveying method thereof
CN105274993A (en) * 2015-09-14 2016-01-27 张荣斌 Novel stirring type grouter, and control system and stirring method thereof
CN105274993B (en) * 2015-09-14 2017-12-19 张荣斌 A kind of New type agitation type grouter and its stirring means
CN108340488A (en) * 2018-03-02 2018-07-31 张刚 A kind of concrete stirring conveying device

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GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20080102