CN103899091B - A kind of long distance gentle incline appts. for transferring ready-mixed concrete - Google Patents

A kind of long distance gentle incline appts. for transferring ready-mixed concrete Download PDF

Info

Publication number
CN103899091B
CN103899091B CN201410148985.2A CN201410148985A CN103899091B CN 103899091 B CN103899091 B CN 103899091B CN 201410148985 A CN201410148985 A CN 201410148985A CN 103899091 B CN103899091 B CN 103899091B
Authority
CN
China
Prior art keywords
chute
appts
long distance
mixed concrete
transferring ready
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.)
Active
Application number
CN201410148985.2A
Other languages
Chinese (zh)
Other versions
CN103899091A (en
Inventor
王超
刘平
严诚
李硕
郑晓勋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China 19th Metallurgical Corp
Original Assignee
China 19th Metallurgical Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China 19th Metallurgical Corp filed Critical China 19th Metallurgical Corp
Priority to CN201410148985.2A priority Critical patent/CN103899091B/en
Publication of CN103899091A publication Critical patent/CN103899091A/en
Application granted granted Critical
Publication of CN103899091B publication Critical patent/CN103899091B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The invention discloses a kind of length distance gentle incline appts. for transferring ready-mixed concrete, comprise the removable triangular platform of the adjustment blanking height stopping loading concrete tank, prevent concrete disintegration also just to the aggregate bin of feed opening, the feeding pipe connected into by elephant trunk and chute engaged with described aggregate bin lower end and the steel pipe support supporting described feeding pipe.The present invention draws the successful experience of concrete chute transport, sliding chute transportation, and the mode adopting elephant trunk and chute to combine carries out inclined shaft conveying, and technique is simple, easy to operate, easy to maintenance, material can reclaim, safety and can ensure construction quality.

Description

A kind of long distance gentle incline appts. for transferring ready-mixed concrete
[technical field]
The present invention relates to a kind of mixed earth conveying device, be specifically related to a kind of long distance gentle incline appts. for transferring ready-mixed concrete.
[background technology]
At present, concrete conveying has at the scene been a very common construction technology, according to mode of movement classification, can be divided into: concrete vertical transport, horizontal feed, inclined-plane are carried.Wherein, have at the mode of movement on inclined-plane: belt conveyer transport, the transport of concrete pump machine, tumbling barrel transport, elephant trunk or vibrating spout etc.The concrete conveyance mode of present routine is chute, tumbling barrel conveying, but minimum angles is successful story on 30 ° of inclined-planes only, when bevel angle is less than 30 °, inclined-plane carries out conventional chute, tumbling barrel conveying just can not be successful, as adopted the construction method of concrete pump machine conveying, is then difficult to arrange pump flat tube section redundantly, as easy as rolling off a log generation concrete plugging in conveying, and long construction period, pump machine lease expenses is high, considerably increases construction cost.
[summary of the invention]
The object of the invention is to for above technical deficiency, provide a kind of long distance gentle incline appts. for transferring ready-mixed concrete, structure of the present invention is simple, conveying successful.
Technical scheme of the present invention is as described below: a kind of length distance gentle incline appts. for transferring ready-mixed concrete, comprises the removable triangular platform of the adjustment blanking height stopping loading concrete tank, prevents concrete disintegration also just to the aggregate bin of feed opening, the feeding pipe connected into by elephant trunk and chute engaged with described aggregate bin lower end and the steel pipe support supporting described feeding pipe.
According to above-mentioned technical scheme, described chute terminal discharge mouth place is provided with the vertical erosion control baffle plate preventing discharging from splashing.
According to above-mentioned technical scheme, described erosion control baffle plate is arranged on apart from described chute end 0.5 meter of, and splicing is highly 1 meter.
According to above-mentioned technical scheme, between described elephant trunk and described chute, adopt flange connection between described chute and chute, one end of described elephant trunk is connected with the lower end of described aggregate bin, and the other end is connected with described chute.
According to above-mentioned technical scheme, the square terrace with edge that described aggregate bin 4mm steel plate is made into, greatly suitable for reading, lower young, sectional dimension suitable for reading is 1.0m × 1.0m, and bottom size is 0.3m × 0.3m.
According to above-mentioned technical scheme, described removable triangular platform is the triangular form platform be welded into steel plate and channel-section steel.
Beneficial effect of the present invention is: the successful experience drawing concrete chute transport, sliding chute transportation, the mode adopting elephant trunk and chute to combine carries out inclined shaft conveying, and technique is simple, easy to operate, easy to maintenance, material can reclaim, safety and can ensure construction quality.
[accompanying drawing explanation]
Fig. 1 is concrete tank blanking schematic diagram of the present invention;
Fig. 2 is chute of the present invention and steel pipe support schematic diagram;
Fig. 3 is chute section of the present invention and flange joint schematic diagram;
Fig. 4 is discharging opening baffle plate schematic diagram of the present invention;
In the drawings, 1, concrete tank; 2, feed opening; 3, aggregate bin; 4, removable triangular platform; 5, drift is located; 6, elephant trunk; 7, chute; 8, steel pipe support; 9, adpting flange; 10, steel pipe support; 11, discharging opening; 12, vertical erosion control baffle plate; 13, concrete; 14, bolt hole.
[detailed description of the invention]
The present invention is applicable to the long solution apart from the tunnel under 28.26 ° ~ 30 ° gentle incline conditions, inclined shaft, hillside concrete conveyance problem of 84m ~ 100m.
As Figure 1-4, a kind of long distance gentle incline appts. for transferring ready-mixed concrete, comprise the removable triangular platform 4 of stopping the adjustment blanking height loading concrete tank 1, prevent concrete 13 from emanating also just to the aggregate bin 3 of feed opening 2, the feeding pipe connected into by elephant trunk 6 and chute 7 engaged with described aggregate bin 3 lower end and the steel pipe support 10 supporting described feeding pipe, described chute 7 terminal discharge mouth 11 place is provided with the vertical erosion control baffle plate 12 preventing discharging from splashing, described erosion control baffle plate 12 is arranged on apart from described chute 7 end 0.5 meter of, splicing is highly 1 meter, between described elephant trunk 6 and described chute 7, flange 9 connected mode is adopted between described chute 7 and chute 7, one end of described elephant trunk 6 is connected with the lower end of described aggregate bin 3, the other end is connected with described chute 7, the square terrace with edge that described aggregate bin 3 is made into 4mm steel plate, greatly suitable for reading, lower young, sectional dimension suitable for reading is 1.0m × 1.0m, bottom size is 0.3m × 0.3m, described removable triangular platform 4 is the triangular form platform be welded into steel plate and channel-section steel.
As shown in Figure 1, at inclined shaft hole, " removable triangular platform 4 " is installed, to control platform of blanking setting height(from bottom)." removable triangular platform 4 " is the platform being welded into right angle trigonometry type with steel plate and channel-section steel, and two panels, is arranged on inclined shaft hole place altogether.After concrete tank 1 arrives building site, in reversing " removable triangular platform 4 ", in-site measurement controls feed opening height, and adjustment concrete 13, from the falling bodies height 1.9 meters of tank car feed opening 2 discharging, is located with location drift 5.
Aggregate bin is made into square terrace with edge, and concrete 13 is collected in effect, prevents material to be scattered.With the field fabrication of t=4mm thin iron steel plate, installation, sectional dimension suitable for reading is control 1.0m × 1.0m square, and bottom size is 0.3m × 0.3m square, height 1.0m.Gather materials end opening and elephant trunk interface, and use mortar, flax silk carry out joint filling, mortar leakage prevention.
As shown in Figure 2 and Figure 3, for convenience of installing and removing, elephant trunk 6 and chute 7, chute 7 and the connection of chute 7, adopt flange 9 connected mode.Flanged plate is 5mm semicircular arc steel plate, is welded on the termination of chute 7 sections.The planeness of flanged plate is most important to installation quality, therefore after flanged plate welding, because carrying out roughness measurement, can adopt small sand turbine grinding process as flatness error exceeds standard.
Installing screw hole 14 specification is , installing screw specification is M12 × 16mm.After chute 7 is in place, carry out shaft centerline measurement with instrument, control axis deviation, connects by connecting screw.Screw is installed by just twisting, Zhong Ning branch carries out; For preventing joint spillage, flange 9 junction, adds film pad, and during flange 9 is installed, control the interface mismatch of chute 7 sections termination, mismatch error is not more than 0.5mm.
As shown in Figure 4, concrete 13 material is greater than zero at the discharging speed of outlet, can go out situation.For preventing in the impact of discharging opening 11 place concrete 13, install vertical erosion control baffle plate 12 at discharging opening 11 place, vertical erosion control baffle plate 12 uses camber line steel plate, and length 1.0 meters is perpendicular to the ground, is welded on strutting system.
Shown in apparatus of the present invention and accompanying drawing, be only a part for the better embodiment of the present invention, this method can not be limited to this.Under the condition not departing from apparatus of the present invention, any variation that those skilled in the art do, all belongs within protection of the present invention.

Claims (6)

1. one kind long distance gentle incline appts. for transferring ready-mixed concrete, it is characterized in that, comprise the removable triangular platform of the adjustment blanking height stopping loading concrete tank, prevent concrete disintegration also just to the aggregate bin of feed opening, the feeding pipe connected into by elephant trunk and chute engaged with described aggregate bin lower end and the steel pipe support supporting described feeding pipe.
2. long distance gentle incline appts. for transferring ready-mixed concrete according to claim 1, it is characterized in that, described chute terminal discharge mouth place is provided with the vertical erosion control baffle plate preventing discharging from splashing.
3. long distance gentle incline appts. for transferring ready-mixed concrete according to claim 2, its feature also in, described erosion control baffle plate is arranged on apart from described chute end 0.5 meter of, and splicing is highly 1 meter.
4. long distance gentle incline appts. for transferring ready-mixed concrete according to claim 1, it is characterized in that, between described elephant trunk and described chute, between described chute and chute, adopt flange connection, one end of described elephant trunk is connected with the lower end of described aggregate bin, and the other end is connected with described chute.
5. long distance gentle incline appts. for transferring ready-mixed concrete according to claim 1, is characterized in that, the square terrace with edge that described aggregate bin 4mm steel plate is made into, greatly suitable for reading, lower young, sectional dimension suitable for reading is 1.0m × 1.0m, and bottom size is 0.3m × 0.3m.
6. long distance gentle incline appts. for transferring ready-mixed concrete according to claim 1, it is characterized in that, described removable triangular platform is the triangular form platform be welded into steel plate and channel-section steel.
CN201410148985.2A 2014-04-15 2014-04-15 A kind of long distance gentle incline appts. for transferring ready-mixed concrete Active CN103899091B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410148985.2A CN103899091B (en) 2014-04-15 2014-04-15 A kind of long distance gentle incline appts. for transferring ready-mixed concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410148985.2A CN103899091B (en) 2014-04-15 2014-04-15 A kind of long distance gentle incline appts. for transferring ready-mixed concrete

Publications (2)

Publication Number Publication Date
CN103899091A CN103899091A (en) 2014-07-02
CN103899091B true CN103899091B (en) 2016-04-06

Family

ID=50990640

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410148985.2A Active CN103899091B (en) 2014-04-15 2014-04-15 A kind of long distance gentle incline appts. for transferring ready-mixed concrete

Country Status (1)

Country Link
CN (1) CN103899091B (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203856209U (en) * 2014-04-15 2014-10-01 中国十九冶集团有限公司 Long distance gentle slope concrete conveying device
CN107190598A (en) * 2017-06-27 2017-09-22 天津银龙高科新材料研究院有限公司 A kind of track plates grouting device
CN107288662A (en) * 2017-08-22 2017-10-24 中铁五局集团有限公司 A kind of long inclined shaft narrow-bore tunnel concrete transportation of heavy grade and lining construction method
CN110834861B (en) * 2019-09-29 2021-10-01 中国一冶集团有限公司 Chute slope alignment method
CN114575597B (en) * 2022-03-26 2023-05-09 天元建设集团有限公司 Concrete pouring chute

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5186299A (en) * 1992-03-16 1993-02-16 Stimson Brian L Concrete chute apparatus
CN101294387A (en) * 2008-06-17 2008-10-29 中国葛洲坝集团股份有限公司 Transportation method for roller compacted concrete at glacis landform
JP4250120B2 (en) * 2004-06-25 2009-04-08 独立行政法人水資源機構 Concrete supply system and concrete supply method
CN203856209U (en) * 2014-04-15 2014-10-01 中国十九冶集团有限公司 Long distance gentle slope concrete conveying device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5186299A (en) * 1992-03-16 1993-02-16 Stimson Brian L Concrete chute apparatus
JP4250120B2 (en) * 2004-06-25 2009-04-08 独立行政法人水資源機構 Concrete supply system and concrete supply method
CN101294387A (en) * 2008-06-17 2008-10-29 中国葛洲坝集团股份有限公司 Transportation method for roller compacted concrete at glacis landform
CN203856209U (en) * 2014-04-15 2014-10-01 中国十九冶集团有限公司 Long distance gentle slope concrete conveying device

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
大花水水电站碾压混凝土拱坝快速施工技术;田福文;《湖北水力发电》;20081130(第06期);第37-39 *

Also Published As

Publication number Publication date
CN103899091A (en) 2014-07-02

Similar Documents

Publication Publication Date Title
CN103899091B (en) A kind of long distance gentle incline appts. for transferring ready-mixed concrete
CN103953193B (en) A kind of construction of the concrete conveyance for long distance gentle incline
CN203856209U (en) Long distance gentle slope concrete conveying device
CN101294387B (en) Transportation method for roller compacted concrete at glacis landform
CN203403420U (en) Concrete vertical conveying pouring system
CN207844354U (en) A kind of conveying system
JP2014084568A (en) Concrete placing system and concrete placing method
CN203779697U (en) Ground bin type batching station
CN103088826B (en) Concrete vertical conveying pouring system
CN209716829U (en) A kind of device automatically delivering welding for pipeline
CN205471315U (en) Autoloading system of grit material for concrete
CN205838019U (en) A kind of dilute phase pneumatic conveying batch charger
CN207660286U (en) Large-span industrial building device and concrete vertical transport
CN210289798U (en) Grouting system
CN113183326A (en) Construction method for refilling silo of mixing station under complex geological condition
CN102409856B (en) Method and device suitable for concrete transportation on complex terrain
CN204060783U (en) A kind of belt compact coal mine paste filling device
CN220482136U (en) Mobile stirring station for dry-mixed mortar building site
CN104842460B (en) A kind of main building structure of concrete mixing plant and its installation method of Fast Installation
CN202325664U (en) Overground assembly type mine filling device
CN204844501U (en) A cement conveying system for mine
CN105649336A (en) Method and device for conveying mortar concrete to floors by using mortar hopper
CN104047633B (en) A kind of belt compact coal mine paste filling device
CN209871773U (en) Transportation system for water-stable mixture
CN102070005A (en) Aggregate lifting system

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant