CN101956557B - Concrete transport system - Google Patents
Concrete transport system Download PDFInfo
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- CN101956557B CN101956557B CN2010105130592A CN201010513059A CN101956557B CN 101956557 B CN101956557 B CN 101956557B CN 2010105130592 A CN2010105130592 A CN 2010105130592A CN 201010513059 A CN201010513059 A CN 201010513059A CN 101956557 B CN101956557 B CN 101956557B
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- ash
- funnel
- lime
- bucket
- pit
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Abstract
The invention relates to a concrete transport system which comprises a stirring station, a scheduling winch, a bottom-discharge bucket, a hanging scaffold, a lime distributor, a fixing disk, a funnel with a lime sliding tube, lime sliding grooves and a lime receiving funnel, wherein the stirring station is arranged on a well mouth; the hanging scaffold is arranged at the lower part in a mine shaft; the fixing disk is arranged under an encapsulating disk of the mine shaft; the bottom-discharge bucket is placed on a trapdoor of the fixing disk; the funnel is installed on the encapsulating disk of the mine shaft; the lime sliding tube at the lower part of the funnel extends to the upper part of the mouth of the bottom-discharge bucket; a plurality of lime sliding grooves are respectively arranged under a lime dropping mouth of the stirring station and each opening at the lower end of the lime distributor; the lime receiving funnel is installed on an upper disk of the hanging disk; and the lime distributor is installed on a lower scaffold of the hanging scaffold. The concrete transport system has the advantages of simple structure, stable performance and strong applicability; manual pushing and pulling operation on the bottom-discharge bucket is not needed; manual hanging of a hook of the scheduling winch is not needed; and thereby, the labor strength of workers is obviously reduced; labor cost is saved; construction speed is enhanced; and safe construction operation can be ensured.
Description
Technical field
The present invention relates to a kind of concrete transportation system, be applicable to transportation, concreting between coal mine shaft lining sinking shaft concreting borehole wall operational period.
Background technology
At present; In coal mine shaft lining sinking shaft work progress, common concrete transportation system is mainly unloaded well-bucket, hanging scaffold and ash divider and is formed by the track between the agitator that is arranged on well head, agitator and the well head trapdoor, setting flat car, car hauler, the end in orbit.When transporting concrete between coal mine shaft lining sinking shaft concreting borehole wall operational period, the concrete that at first agitator is stirred is transferred to the end and is unloaded in the well-bucket, and unload well-bucket and is placed on the flat car at the end; Utilize the dilatory flat car of manual work or car hauler then to trapdoor, utilize again artificially the car hauler gib head is hooked into the end unloads on the beam of well-bucket; Then start and carry the end on the car hauler and unload well-bucket, unload well-bucket and leave flat car at the end, and flat car is pushed away trapdoor; Open trapdoor at last, well-bucket is unloaded at the end transfer to the ash divider on the hanging scaffold in the well, concrete flows into template through ash divider, accomplishes one barrel of concreting.After accomplishing one barrel of concreting, on carry the end and unload well-bucket and go out trapdoor, close trapdoor, flat car is moved on the trapdoor, unload well-bucket and be put on the flat car at the end; Utilize manual work that the well-bucket beam is unloaded at the car hauler gib head and the end again and separate, push away away flat car and unload well-bucket with the empty end; So just accomplish a concrete transportation of the borehole wall, build work.
It is thus clear that, utilize that existing concrete transportation system transports, in the operation process of concreting, unload the flat car of well-bucket, artificial dislodging car hauler gib head at the bottom of often needing artificial push-and-pull to fill with concrete.But, owing to well-bucket center of gravity height is unloaded at the end, and heavy, so when push-and-pull and dislodging car hauler gib head, understand hazardous; May cause bucket to fall ash and turn over, even bucket also possibly occur and fall casualty accident.In addition, concrete unloads the end of in the well-bucket waits for that transferring overlong time can make concrete deposition segregation, and the unloading mouth that unloads the well-bucket bottom at the bottom of during to unloading is mobile poor, unloads difficult.
Summary of the invention
The objective of the invention is: design a kind of concrete transportation system; This system architecture is simple, stable performance, applicability are strong; Unload well-bucket at the bottom of need not using artificial push-and-pull; Also needn't artificial dislodging car hauler gib head, can significantly reduce working strength of workers, practice thrift cost of labor, improve speed of application, improve the construction operation condition, and can guarantee the safe construction operation.
The object of the invention can be realized through following technical proposals:
Concrete transportation system comprises that agitator, car hauler, the end unload well-bucket, hanging scaffold and ash divider, and agitator is arranged on well head; Hanging scaffold is arranged on the bottom in the pit shaft, it is characterized in that: this concrete transportation system also includes fixed disk, has the funnel of sliding cement pipe, agitator slips ash-pit and water collecting funnel, and fixed disk is arranged on the lower position of pit shaft closure plate; Fixed disk is provided with trapdoor, and unload well-bucket and is placed on the fixed disk trapdoor at the end, and the gib head of car hauler is hooked on the end and unloads on the beam of well-bucket; Funnel is installed on the closure plate, and the sliding cement pipe of funnel passes the closure plate of pit shaft, and extends to the top position of unloading the well-bucket mouth in the end; The grey leakage port below of agitator is provided with an agitator slide ash-pit, and the other end of agitator slide ash-pit extends to lural top, and hanging scaffold is made up of upper strata dish and lower floor's dish; Water collecting funnel is installed on the upper strata dish of hanging scaffold; Ash divider is installed on the lower floor dish of hanging scaffold, and be positioned at water collecting funnel under the position, there are several openings the lower end of ash divider; Each opening part respectively is provided with 1 ash divider slide ash-pit, and the template of the other end fill-in well tube bottom of each ash divider slide ash-pit (22) is built mouth.
Fixed disk of the present invention is arranged on the 4m position, below of pit shaft closure plate.
There is 3-4 opening the lower end of ash divider of the present invention.
Template of the present invention is the bulk metal template.
Advantage of the present invention is: 1) simple in structure, stable performance, applicability are strong; 2) unload well-bucket and before transferring operation, be parked on the fixed disk trapdoor in the pit shaft at the end; And the concrete that agitator stirs can slip to the end and unloads in the well-bucket through slip ash-pit and funnel automatically; Unload well-bucket at the bottom of need not using artificial push-and-pull; Also needn't artificial dislodging car hauler gib head, can significantly reduce working strength of workers, practice thrift cost of labor, improve speed of application, improve the construction operation condition, and can guarantee the safe construction operation; 3) after the end unloads well-bucket and transfers to the pit shaft bottom; Concrete gets into ash divider through water collecting funnel; Slide ash-pit through ash divider lower ending opening place slips in the formwork for placing again; Can improve grey speed down significantly through experiment, therefore can improve concreting speed significantly, and concrete pouring quality improve also.
Description of drawings
Fig. 1 is an overall structure sketch map of the present invention.
The specific embodiment
As shown in Figure 1, concrete transportation system comprises that agitator 1, car hauler, the end unload well-bucket 7, hanging scaffold 11 and ash divider 12; Agitator 1 is arranged on well head, and hanging scaffold 11 is arranged on the bottom in the pit shaft 9, it is characterized in that: this concrete transportation system also includes fixed disk 8, has the funnel 3 of sliding cement pipe 4, agitator slips ash-pit 2 and water collecting funnel 10; Fixed disk 8 is arranged on the lower position of pit shaft 9 closure plates 5, and fixed disk 8 is provided with trapdoor, and unload well-bucket 7 and is placed on fixed disk 8 trapdoors at the end; The gib head 6 of car hauler is hooked on the end and unloads on the beam of well-bucket 7, and funnel 3 is installed on the closure plate 5, and the sliding cement pipe 4 of funnel 3 passes the closure plate 5 of pit shaft 9; And extend to the top position of unloading 7 mouthfuls in well-bucket in the end; The grey leakage port below of agitator 1 is provided with an agitator slide ash-pit 2, and the other end of agitator slide ash-pit 2 extends to the top of 3 mouthfuls in funnel, and hanging scaffold 11 is made up of upper strata dish and lower floor's dish; Water collecting funnel 10 is installed on the upper strata dish of hanging scaffold 11; Ash divider 12 is installed on the lower floor dish of hanging scaffold 11, and be positioned at water collecting funnel 10 under the position, there are several openings the lower end of ash divider 12; Each opening part respectively is provided with 1 ash divider slide ash-pit 22, and the other end of each ash divider slide ash-pit 22 inserts the template 13 of pit shaft 9 bottoms and builds mouth.Described fixed disk 8 is arranged on the 4m position, below of pit shaft 9 closure plates 5.There is 3-4 opening the lower end of described ash divider 12.Described template 13 is the bulk metal template.
This concrete transportation system in use, at first the concrete that stirs of agitator 1 slips to the end that is placed on fixed disk 8 trapdoors automatically and unloads in the well-bucket 7 through slipping ash-pit 2 and funnel 3; Mention the end through car hauler then and unload well-bucket 7, open the trapdoor of fixed disk 8; Then start car hauler transfer the end unload well-bucket 7 to hanging scaffold 11 upper stratas the dish position; Decontrol the end at last and unload the end opening of well-bucket 7; The coagulation solifluction is gone into water collecting funnel 10; And behind water collecting funnel 10 buffer decelerations; Slip and go into to be installed in the ash divider 12 that hanging scaffold 11 lower floors coil, slip in the template 13 after 3-4 slide ash-pits, 2 shuntings through ash divider 12 lower ending opening places again, promptly accomplish one barrel of concreting; Repeat above step, can accomplish building of whole concrete walling.
Claims (4)
1. concrete transportation system; Comprise that agitator (1), car hauler, the end unload well-bucket (7), hanging scaffold (11) and ash divider (12); Agitator (1) is arranged on well head, and hanging scaffold (11) is arranged on the bottom in the pit shaft (9), it is characterized in that: this concrete transportation system also includes fixed disk (8), has the funnel (3) of sliding cement pipe (4), agitator slips ash-pit (2) and water collecting funnel (10); Fixed disk (8) is arranged on the lower position of pit shaft (9) closure plate (5); Fixed disk (8) is provided with trapdoor, and unload well-bucket (7) and is placed on fixed disk (8) trapdoor at the end, and the gib head of car hauler (6) is hooked on the end and unloads on the beam of well-bucket (7); Funnel (3) is installed on the closure plate (5); The sliding cement pipe (4) of funnel (3) passes the closure plate (5) of pit shaft (9), and extends to the top position of unloading well-bucket (7) mouth in the end, and the grey leakage port below of agitator (1) is provided with an agitator slide ash-pit (2); The other end of agitator slide ash-pit (2) extends to the top of funnel (3) mouth; Hanging scaffold (11) is made up of upper strata dish and lower floor's dish, and water collecting funnel (10) is installed on the upper strata dish of hanging scaffold (11), and ash divider (12) is installed on lower floor's dish of hanging scaffold (11); And be positioned at water collecting funnel (10) under the position; There are several openings the lower end of ash divider (12), and each opening part respectively is provided with 1 ash divider slide ash-pit (22), and the other end of each ash divider slide ash-pit (22) inserts the template (13) of pit shaft (9) bottom and builds mouth.
2. concrete transportation system according to claim 1 is characterized in that: described fixed disk (8) is arranged on the 4m position, below of pit shaft (9) closure plate (5).
3. concrete transportation system according to claim 1 is characterized in that: there is 3-4 opening the lower end of described ash divider (12).
4. concrete transportation system according to claim 1 is characterized in that: described template (13) is the bulk metal template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105130592A CN101956557B (en) | 2010-10-20 | 2010-10-20 | Concrete transport system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105130592A CN101956557B (en) | 2010-10-20 | 2010-10-20 | Concrete transport system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101956557A CN101956557A (en) | 2011-01-26 |
| CN101956557B true CN101956557B (en) | 2012-03-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010105130592A Expired - Fee Related CN101956557B (en) | 2010-10-20 | 2010-10-20 | Concrete transport system |
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| Country | Link |
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| CN (1) | CN101956557B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102493811A (en) * | 2011-11-18 | 2012-06-13 | 中煤第五建设有限公司 | Concrete loading and unloading device for vertical shaft construction |
| CN103939103B (en) * | 2014-03-07 | 2016-06-15 | 中煤第一建设有限公司 | Equipped with ash system under the shaft of vertical well of secondary stirring device |
| CN106555592A (en) * | 2015-09-28 | 2017-04-05 | 中煤第五建设有限公司第三十工程处 | A kind of shaft mineshaft construction concrete conveying process |
| CN111809877B (en) * | 2020-08-04 | 2021-08-03 | 山东晟达新材料有限公司 | Ash separating device for pouring concrete |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100225154B1 (en) * | 1994-11-22 | 1999-10-15 | 가부끼 마사히로 | Shifting device for ready-mixed concrete |
| JP4418074B2 (en) * | 2000-01-21 | 2010-02-17 | 中部電力株式会社 | Concrete placement equipment |
| US7647988B2 (en) * | 2005-02-28 | 2010-01-19 | Raymond J. Roussy | Method and system for installing geothermal transfer apparatuses with a sonic drill |
| CN2890237Y (en) * | 2006-01-20 | 2007-04-18 | 河北省水利工程局 | Multifunctional concrete conveying and distributing apparatus |
| CN101338562B (en) * | 2008-08-07 | 2011-04-13 | 中国葛洲坝集团股份有限公司 | Concrete conveying process for high steep and big drop height landform |
| CN101812845B (en) * | 2009-02-25 | 2011-07-20 | 中国葛洲坝集团股份有限公司 | Vertical concrete conveying system of small and medium hydropower station at high steep slopes |
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2010
- 2010-10-20 CN CN2010105130592A patent/CN101956557B/en not_active Expired - Fee Related
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| Publication number | Publication date |
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| CN101956557A (en) | 2011-01-26 |
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Granted publication date: 20120328 Termination date: 20131020 |