CN102359274A - Pressure storage type grouting device and using method thereof - Google Patents

Pressure storage type grouting device and using method thereof Download PDF

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Publication number
CN102359274A
CN102359274A CN2011102148527A CN201110214852A CN102359274A CN 102359274 A CN102359274 A CN 102359274A CN 2011102148527 A CN2011102148527 A CN 2011102148527A CN 201110214852 A CN201110214852 A CN 201110214852A CN 102359274 A CN102359274 A CN 102359274A
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CN
China
Prior art keywords
grouting
pipe
slurry
energy storing
elastic energy
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Pending
Application number
CN2011102148527A
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Chinese (zh)
Inventor
孙仁定
王海兵
丁文祥
刘胜利
李燕
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 Construction Second Engineering Bureau Co Ltd
China Construction Electric Power Construction Co Ltd
Original Assignee
China Construction Second Engineering Bureau Co Ltd
China Construction Electric Power Construction Co Ltd
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.)
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Publication date
Application filed by China Construction Second Engineering Bureau Co Ltd, China Construction Electric Power Construction Co Ltd filed Critical China Construction Second Engineering Bureau Co Ltd
Priority to CN2011102148527A priority Critical patent/CN102359274A/en
Publication of CN102359274A publication Critical patent/CN102359274A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a pressure storage type grouting device, which comprises a slurry storage tank and a bracket; a grouting pipe is arranged in the lower center of the slurry storage tank; the top of the slurry storage tank is connected with a sealed cover; the lateral surface of the slurry storage tank is connected with a pressure injection pipe; the lower half part of the slurry storage tank is suspended in the center of the bracket; the bracket is a rectangular framework, and diagonal bracing rods and horizontal connecting rods are fixedly connected between four sides of the bracket and the lateral surfaces of the slurry storage tank; the bottoms of four legs of the bracket are connected with truckles through wheel seats; and the grouting pipe is connected with a grouting valve capable of adjusting the slurry outlet quantity. The grouting device is simple and convenient in application flow, and the grouting quantity is easily mastered. The grouting device has small floor area, and can be used for pressure grouting of sporadic positions in a plant. The grouting device is compact and light in storage and movement in use. The grouting construction process is smoothly and efficiently finished.

Description

Elastic energy storing style grouting device and method for using thereof
Technical field
The present invention relates to a kind of device of slip casing by pressure.
Background technology
At present; Construction site often need be in concrete structure slurry such as casting cement slurry; Working grouting device mainly comprises serum pot, and serum pot is used to store the slip casting slurry, owing to can not realize moving apace slip casting and transportation inconvenience; Can not guarantee carrying out smoothly of work, the high efficiency of producing that is unfavorable for constructing is accomplished.
Summary of the invention
The purpose of this invention is to provide a kind of elastic energy storing style grouting device, solve the portable problem of slip casting fast.
For realizing above-mentioned purpose, the present invention adopts following technical scheme:
A kind of elastic energy storing style grouting device; Comprise slurry can and support, the lower central of said slurry can has Grouting Pipe, it is characterized in that: the top of said slurry can is connected with seal cover; The side of slurry can is connected with the notes that are connected with air compressor machine and presses pipe; The Lower Half of slurry can is suspended in the center of support, and said support is a rectangular frame, is fixedly connected hound and waling stripe between the side of its four limit and slurry can; Four leg bottoms of said support connect castor through wheel seat, connect the grouting valve that can regulate slurry-outlet quantity on the said Grouting Pipe.
The top of said slurry can is connected with flange, and flange is connected with seal cover through bolt, is lined with rubber pad between flange and the seal cover.
Said slurry can is a stainless steel tank body, and the middle part and the top of tank body are cylindrical, and the bottom is cone barrel.
It is to be connected with the stainless pipe of regulating the hand valve that said notes are pressed pipe.
The lower end of said hound is positioned at the central authorities on every limit, support four limits, and is 45 degree angles between the horizontal plane; Said waling stripe is positioned at the both sides of hound, totally eight.
Said support and hound are angle steel, and waling stripe is angle steel, round steel bar or screw thread steel pole.
Said castor is common castor or universal caster wheel.
Said notes press the end of pipe to be connected with the escape pipe of air compressor machine through flexible pipe.
The lower end of said Grouting Pipe connects the PVC flexible pipe, and the end of PVC flexible pipe connects the slip casting mouth.
This elastic energy storing style grouting device method for using, as follows:
Step 1 cleans up device earlier before using, and closes grouting valve;
Step 2 when site operation needs slip casting, is opened seal cover 1, adds required injecting paste material, and injecting paste material can be cement mortar or contraction-free grouting concrete, after reinforced the completion seal cover is sealed;
Step 3; Device is moved to required slip casting position; Press pipe to be connected with annotating the escape pipe of air compressor machine, annotate and press pipe also can pass through flexible pipe to be connected, when Grouting Pipe directly during slip casting to desired location with the escape pipe of air compressor machine; It is connected with the PVC flexible pipe, slurry is annotated desired location through flexible pipe;
Step 4 is opened and is regulated the hand valve, and gases at high pressure get into slurry can, open grouting valve, and slurries were depressed from Grouting Pipe and the ejection of slip casting mouth in adding of air pressure, realized slip casing by pressure.
Application flow of the present invention is simple and convenient, grouting amount and grouting pressure easy master.
Floor space of the present invention is little, and slurry can supports firm, slip casting, deposits all very simply, in use moves succinctly lightly, annotates and presses pipe to connect air compressor machine to help for slip casting provides required pressure, guarantee grouting quality.
The present invention can guarantee the efficient smoothly completion of mortar depositing construction process, can be used for the slip casing by pressure of optional position, job site.
Description of drawings
Below in conjunction with accompanying drawing the present invention is done further detailed explanation.
Fig. 1 is a structural representation of the present invention.
Fig. 2 is a plan structure sketch map of the present invention.
Reference numeral: 1-seal cover, 2-annotate and press pipe, 3-slurry can, 4-rubber pad, 5-Grouting Pipe, 6-grouting valve, 7-hound, 8-waling stripe, 9-support, 10-to regulate hand valve, 11-wheel seat, 12-castor.
The specific embodiment
The elastic energy storing style grouting device referring to Fig. 1, shown in Figure 2, comprises slurry can 3 and support 9; The lower central of said slurry can 3 has Grouting Pipe 5; It is characterized in that: the top of said slurry can 3 is connected with seal cover 1, and the side of slurry can 3 is connected with the notes that are connected with air compressor machine and presses pipe 2, and the Lower Half of slurry can 3 is suspended in the center of support 9; Said support 9 is a rectangular frame; Be fixedly connected hound 7 and waling stripe 8 between the side of its four limit and slurry can, four legs bottoms of said support 10 connect castors 12 through wheel seat 11, connect the grouting valve 6 that can regulate slurry-outlet quantity on the said Grouting Pipe 5.The top of said slurry can 3 is connected with flange, and flange is connected with seal cover 1 through the bolt of 8 M16, is lined with rubber pad 4 between flange and the seal cover 1; Seal cover 1 is diameter 500mm, the corrosion resistant plate of thick 10mm, rubber pad 4 diameter 500mm; Middle opening diameter 335mm, thick 3mm.Said slurry can 3 is a stainless steel tank body, diameter 355mm, wall thickness 10mm, and the middle part and the top of tank body are cylindrical, the long 800mm of tank body, the bottom is cone barrel.Said Grouting Pipe 5 is diameter 30mm, wall thickness 3mm, the stainless pipe of long 200mm.It is to be connected with the stainless pipe of regulating hand valve 10 that said notes are pressed pipe 2, and diameter 30mm, wall thickness 3mm, long 150mm are apart from the top 150mm of slurry can 3.The lower end of said hound is positioned at the central authorities on every limit, support four limits, and is 45 degree angles between the horizontal plane; Said waling stripe 8 is positioned at the both sides of hound, totally eight.Said support 9 high 800mm and hound 7 are angle steel, and waling stripe 8 is angle steel, round steel bar or screw thread steel pole, diameter 20mm, the wide 40mm of angle steel, thick 5mm.Said castor 12 is common castor or universal caster wheel.Said wheel seat 11 is the 10mm corrosion resistant plate, and middle perforate is connected through bolt with castor 12.Between said hound 7, waling stripe 8, support 9, the slurry can 3 through being welded to connect.Said notes press the end of pipe to be connected with the escape pipe of air compressor machine through flexible pipe.The lower end of Grouting Pipe connects the PVC flexible pipe, and the end of PVC flexible pipe connects the slip casting mouth.
Elastic energy storing style grouting device method for using, as follows:
Step 1 cleans up device earlier before using, and closes grouting valve 6;
Step 2 when site operation needs slip casting, is opened seal cover 1, adds required injecting paste material, and injecting paste material can be cement mortar or contraction-free grouting concrete, after reinforced the completion seal cover 1 is sealed;
Step 3; Device is moved to required slip casting position; Press pipe 2 to be connected with annotating the escape pipe of air compressor machine, annotate and press pipe 2 also can pass through flexible pipe to be connected, when Grouting Pipe 5 directly during slip casting to desired location with the escape pipe of air compressor machine; It is connected with the PVC flexible pipe, slurry is annotated desired location through flexible pipe;
Step 4 is opened and is regulated hand valve 10, and gases at high pressure get into slurry can 3, open grouting valve 6, and slurries were depressed from Grouting Pipe 5 and the ejection of slip casting mouth in adding of air pressure, realized slip casing by pressure.

Claims (10)

1. elastic energy storing style grouting device; Comprise slurry can (3) and support (9); The lower central of said slurry can (3) has Grouting Pipe (5); It is characterized in that: the top of said slurry can (3) is connected with seal cover (1), and the side of slurry can (3) is connected with the notes that are connected with air compressor machine and presses pipe (2), and the Lower Half of slurry can (3) is suspended in the center of support (9); Said support (9) is a rectangular frame; Be fixedly connected hound (7) and waling stripe (8) between the side of its four limit and slurry can, four legs bottoms of said support (10) connect castor (12) through wheel seat (11), and said Grouting Pipe (5) goes up the grouting valve (6) that connection can be regulated slurry-outlet quantity.
2. according to claim 1 elastic energy storing style grouting device, it is characterized in that: the top of said slurry can (3) is connected with flange, and flange is connected with seal cover (1) through bolt, is lined with rubber pad (4) between flange and the seal cover (1).
3. according to claim 1 elastic energy storing style grouting device, it is characterized in that: said slurry can (3) is a stainless steel tank body, and the middle part and the top of tank body are cylindrical, and the bottom is cone barrel.
4. according to claim 1 elastic energy storing style grouting device, it is characterized in that: it is to be connected with the stainless pipe of regulating hand valve (10) that said notes are pressed pipe (2).
5. according to claim 1 elastic energy storing style grouting device, it is characterized in that: the lower end of said hound is positioned at the central authorities on every limit, support four limits, and is 45 degree angles between the horizontal plane; Said waling stripe (8) is positioned at the both sides of hound, totally eight.
6. according to claim 1 elastic energy storing style grouting device, it is characterized in that: said support (9) and hound (7) are angle steel, and waling stripe (8) is angle steel, round steel bar or screw thread steel pole.
7. according to claim 1 elastic energy storing style grouting device, it is characterized in that: said castor (12) is unidirectional castor or universal caster wheel.
8. according to claim 1 elastic energy storing style grouting device, it is characterized in that: said notes press the end of pipe (2) to be connected with the escape pipe of air compressor machine through flexible pipe.
9. according to claim 1 elastic energy storing style grouting device, it is characterized in that: the lower end of said Grouting Pipe (5) connects the PVC flexible pipe, and the end of PVC flexible pipe connects the slip casting mouth.
10. the claim 1-9 method for using of a said elastic energy storing style grouting device arbitrarily, it is characterized in that: step is following:
Step 1 cleans up device earlier before using, and closes grouting valve 6;
Step 2 when site operation needs slip casting, is opened seal cover 1, adds required injecting paste material, with seal cover 1 sealing;
Step 3; Device is moved to required slip casting position, press pipe 2 to be connected the escape pipe and the notes of air compressor machine, the notes pressure is managed 2 and also can be connected with the escape pipe of air compressor machine through flexible pipe; When Grouting Pipe 5 directly during slip casting to desired location; It is connected with the PVC flexible pipe, and the end of PVC flexible pipe connects the slip casting mouth, through flexible pipe slurry is annotated desired location;
Step 4 is opened and is regulated hand valve 10, and gases at high pressure get into slurry can 3, open grouting valve 6, and slurries were depressed from Grouting Pipe 5 and the ejection of slip casting mouth in adding of air pressure, realized slip casing by pressure.
CN2011102148527A 2011-07-29 2011-07-29 Pressure storage type grouting device and using method thereof Pending CN102359274A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011102148527A CN102359274A (en) 2011-07-29 2011-07-29 Pressure storage type grouting device and using method thereof

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Application Number Priority Date Filing Date Title
CN2011102148527A CN102359274A (en) 2011-07-29 2011-07-29 Pressure storage type grouting device and using method thereof

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CN102359274A true CN102359274A (en) 2012-02-22

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104047430A (en) * 2013-10-10 2014-09-17 江苏鼎泰工程材料有限公司 Vehicle-mounted grouting equipment
CN109972842A (en) * 2019-04-08 2019-07-05 青岛科尼乐集团有限公司 A kind of inner water-tank and concrete mixer of concrete mixer

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0146931A2 (en) * 1983-12-20 1985-07-03 Nippon Telegraph And Telephone Corporation Method and means for injecting a binding agent into cracks of concrete building elements
CN101109231A (en) * 2007-08-20 2008-01-23 中国水利水电第七工程局 Method and device for repairing concrete gap with chemical grout
CN201593307U (en) * 2010-01-28 2010-09-29 中国建筑第五工程局有限公司 Mortar pouring device
CN201614594U (en) * 2009-12-01 2010-10-27 赵春富 Air pressure pulp injection tank

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0146931A2 (en) * 1983-12-20 1985-07-03 Nippon Telegraph And Telephone Corporation Method and means for injecting a binding agent into cracks of concrete building elements
CN101109231A (en) * 2007-08-20 2008-01-23 中国水利水电第七工程局 Method and device for repairing concrete gap with chemical grout
CN201614594U (en) * 2009-12-01 2010-10-27 赵春富 Air pressure pulp injection tank
CN201593307U (en) * 2010-01-28 2010-09-29 中国建筑第五工程局有限公司 Mortar pouring device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104047430A (en) * 2013-10-10 2014-09-17 江苏鼎泰工程材料有限公司 Vehicle-mounted grouting equipment
CN104047430B (en) * 2013-10-10 2016-05-04 江苏鼎泰工程材料有限公司 A kind of vehicular slip casting complete set of equipments
CN109972842A (en) * 2019-04-08 2019-07-05 青岛科尼乐集团有限公司 A kind of inner water-tank and concrete mixer of concrete mixer

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Application publication date: 20120222