CN217150240U - Injection device for injecting curing agent to bottom of pile hole slurry - Google Patents

Injection device for injecting curing agent to bottom of pile hole slurry Download PDF

Info

Publication number
CN217150240U
CN217150240U CN202220432742.1U CN202220432742U CN217150240U CN 217150240 U CN217150240 U CN 217150240U CN 202220432742 U CN202220432742 U CN 202220432742U CN 217150240 U CN217150240 U CN 217150240U
Authority
CN
China
Prior art keywords
hopper
curing agent
pile hole
feed
feed hopper
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
CN202220432742.1U
Other languages
Chinese (zh)
Inventor
宋伟
张领帅
刘峻滕
林松烁
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.)
Shenzhen Hongyeji Geotechnical Technology Co Ltd
Original Assignee
Shenzhen Hongyeji Geotechnical Technology 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.)
Filing date
Publication date
Application filed by Shenzhen Hongyeji Geotechnical Technology Co Ltd filed Critical Shenzhen Hongyeji Geotechnical Technology Co Ltd
Priority to CN202220432742.1U priority Critical patent/CN217150240U/en
Application granted granted Critical
Publication of CN217150240U publication Critical patent/CN217150240U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model relates to the technical field of pile foundation construction, and discloses a spraying device for spraying a curing agent to the bottom of pile hole slurry, which comprises an air compressor, a sprayer, a conveying pipe and a connecting pipe; the air compressor is communicated with one end of the ejector through a connecting pipe, the other end of the ejector is connected with a conveying pipe, and the conveying pipe extends to the bottom of pile hole slurry; the ejector is provided with an inner cavity, the ejector is provided with a first feed hopper and a second feed hopper, a screen is arranged between the first feed hopper and the second feed hopper, and the second feed hopper is communicated with the inner cavity; during the operation, arrange the curing agent in first feeder hopper, get rid of the coarse grain through the sieve screen, remaining curing agent passes in the screen cloth falls into the second feeder hopper, falls into the inner chamber afterwards, and the air compressor machine then produces highly-compressed air and carries the curing agent in the inner chamber to stake hole mud bottom along the conveyer pipe to send the curing agent to stake hole mud bottom smoothly, easy and simple to handle, and can effectively prevent conveyer pipe jam, efficiency is higher.

Description

Injection device for injecting curing agent to bottom of pile hole slurry
Technical Field
The utility model relates to a technical field of pile foundation construction particularly, relates to an injection apparatus for spraying curing agent to stake hole mud bottom.
Background
In the construction of urban construction pile foundation engineering, most building foundation forms adopt reinforced concrete drilled steel pipe columns. Namely, firstly, a drilling machine is adopted to drill holes on the ground, and prepared bentonite slurry is injected into the drilled pile holes, so that the hole wall collapse of the pile holes can be effectively prevented. After the pile hole reaches the designed pile bottom elevation, a reinforcing cage is hung and installed in the pile hole filled with bentonite slurry, then a pouring guide pipe is installed, and concrete is poured into the hole bottom, so that the reinforced concrete steel pipe column is formed. As the pile top of the common steel pipe column is positioned 10-20m below the ground, after concrete is poured to the designed pile top elevation, the flowing slurry with the depth of 10-20m is still in the upper pile hole. The lower part is a section of a steel pipe column formed by filling a steel reinforcement cage and concrete, and is an effective pile section; the area of the pile bore without reinforced concrete in the upper part is usually called empty pile section, which is generally filled with fluid bentonite slurry. The pile diameter of a common steel pipe column is larger and is between 1.5 and 3.0m, and if the bentonite slurry in the pile holes after concrete pouring is not treated, pile holes filled with the bentonite slurry are formed in a construction site. The depth of the bentonite slurry in the pile hole is 10-20m, so that potential safety hazards are formed, mechanical equipment on a construction site cannot walk, or the mechanical equipment is turned over or toppled.
For the pile holes filled with the bentonite slurry, currently, researchers cure the bentonite slurry of the hollow pile section by using cement, but the cement has a high mixing amount due to insufficient reaction effect of the cement and the fine-particle bentonite slurry, the strength after the bentonite slurry is reinforced is low, the curing reaction is slow, and the large-area popularization and application are not facilitated. Therefore, based on the current engineering situation, the curing agent is added into the bentonite slurry of the hollow pile section in the pile hole at present, the curing agent and the bentonite slurry mainly containing fine particles have sufficient physical and chemical reactions, the mixing amount of the curing agent is less, the strength after the bentonite slurry is cured is higher, and the curing reaction speed is high, but at present, the problem of pipeline blockage is often caused due to the existence of coarse particles in the curing agent.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a spray set for spraying the curing agent to stake hole mud bottom, aim at solving prior art, spray set can't screen out the coarse grain, easily leads to the problem of pipe blockage.
The utility model is realized in such a way, and is a spraying device for spraying the curing agent to the bottom of the pile hole slurry, which is characterized by comprising an air compressor, a sprayer, a conveying pipe and a connecting pipe; the air compressor is communicated with one end of the ejector through the connecting pipe, the other end of the ejector is connected with the conveying pipe, and the conveying pipe extends to the bottom of pile hole slurry; the sprayer is equipped with the inner chamber, be equipped with first feeder hopper, second feeder hopper on the sprayer, first feeder hopper with be equipped with the screen cloth between the second feeder hopper, the second feeder hopper with the inner chamber is linked together.
Further, be equipped with a feed inlet on the sprayer, the feed inlet with the inner chamber is linked together, the second feeder hopper is just right the feed inlet is arranged, first feeder hopper is located the top of second feeder hopper.
Further, from top to bottom, the diameter of first feeder hopper the diameter of second feeder hopper reduces gradually.
Furthermore, the periphery of second feeder hopper is equipped with the vibrting spear.
Further, be equipped with the surrounding edge on the second feeder hopper, the surrounding edge encircles the inner wall of second feeder hopper is arranged, the surrounding edge with form the mounting groove between the inner wall of second feeder hopper, the lower extreme embedding of first feeder hopper in the mounting groove.
Furthermore, the upper end of the first feed hopper is provided with a lap joint opening, the lap joint opening is provided with a feed pipe, and one end of the feed pipe faces to the middle part of the first feed hopper and is obliquely arranged towards the direction of the screen; the other end of the feeding pipe extends and is arranged along the direction far away from the first feeding hopper.
Further, the outer surface of the ejector is in a square arrangement.
Further, the inner wall of the inner cavity is cylindrical.
Further, the screen cloth is arranged in the first feed hopper.
Further, the vibrting spear is just right the mounting groove is arranged, works as when the vibrting spear vibrates, the vibration is passed to the embedding by the second feeder hopper first feeder hopper in the mounting groove.
Compared with the prior art, the utility model provides a spray device for spraying the curing agent to stake hole mud bottom, during the operation, arrange the curing agent in first feeder hopper, remove the coarse grain through the screen cloth, remaining curing agent passes in the screen cloth falls into the second feeder hopper, fall into the inner chamber afterwards, the air compressor machine then produces highly-compressed air and carries the curing agent in with the inner chamber to stake hole mud bottom along the conveyer pipe, thereby deliver to stake hole mud bottom smoothly with the curing agent, and is easy and simple to handle, and can effectively prevent the conveyer pipe jam, and efficiency is higher.
Drawings
Fig. 1 is a schematic plan view of a spray device provided by the present invention;
FIG. 2 is a schematic cross-sectional view of the first and second feed hoppers provided by the present invention;
fig. 3 is a schematic plan view of the injection device provided by the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention will be further described in detail with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The following describes the implementation of the present invention in detail with reference to specific embodiments.
The same or similar reference numerals in the drawings of the present embodiment correspond to the same or similar components; in the description of the present invention, it should be understood that if there are the terms "upper", "lower", "left", "right", etc. indicating the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, it is only for convenience of description and simplification of the description, but it is not intended to indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore the terms describing the positional relationship in the drawings are only for illustrative purposes and are not to be construed as limitations of the present patent, and those skilled in the art can understand the specific meanings of the terms according to specific situations.
Referring to fig. 1-3, the preferred embodiment of the present invention is shown.
The spraying device for spraying the curing agent to the bottom of the pile hole slurry comprises an air compressor 100, a sprayer 300, a conveying pipe 400 and a connecting pipe 200; the air compressor 100 is used for outputting high-pressure air, the air is communicated with one end of the ejector 300 through the connecting pipe 200, the other end of the ejector 300 is connected with the conveying pipe 400, and the conveying pipe 400 extends to the bottom of pile hole mud; the injector 300 is provided with an inner cavity, the injector 300 is provided with a first feed hopper 310 and a second feed hopper 320, a screen 3101 is arranged between the first feed hopper 310 and the second feed hopper 320, specifically, the screen 3101 is arranged in the first feed hopper 310, and the second feed hopper 320 is communicated with the inner cavity.
When the curing agent conveying device is used, curing agents are placed into the first feeding hopper 310, coarse particles in the curing agents are screened out through the screen 3101, the remaining curing agents penetrate through the screen 3101 to enter the second feeding hopper 320 and slide into the inner cavity from the second feeding hopper 320, then high-pressure air is output by the air compressor 100 and conveyed into the inner cavity through the connecting pipe 200, then the curing agents in the inner cavity are conveyed to the bottom of pile hole slurry, and the curing agents are smoothly and rapidly conveyed to the bottom of the pile hole slurry, and the curing agents are conveniently added through the first feeding hopper 310 and the second feeding hopper 320, so that the curing agents are rapidly conveyed to the bottom of the pile hole slurry.
Above-mentioned a spray device for spraying curing agent to stake hole mud bottom that provides, during the operation, place the curing agent in first feeder hopper 310, remove the coarse grain through screen cloth 3101 sieve, remaining curing agent passes screen cloth 3101 and falls into in second feeder hopper 320, fall into the inner chamber afterwards, air compressor machine 100 then produces highly-compressed air and carries the curing agent in the inner chamber to stake hole mud bottom along conveyer pipe 400, thereby send the curing agent to stake hole mud bottom smoothly, easy and simple to handle, and can effectively prevent conveyer pipe jam, efficiency is higher.
The ejector 300 is provided with a feeding hole which is communicated with the inner cavity, the second feeding hopper 320 is arranged right opposite to the feeding hole, the first feeding hopper 310 is arranged above the second feeding hopper 320, the curing agent screened from the first feeding hopper 310 directly falls into the second feeding hopper 320 through the screen 3101 and enters the inner cavity along the feeding hole, and smooth addition of the curing agent is ensured.
The utility model discloses in, from last to extremely down, the diameter of first feeder hopper 310, second feeder hopper 320 reduces gradually, is to leak hopper-shaped, makes things convenient for the interpolation of curing agent like this.
Further, be equipped with the surrounding edge 3201 on the second feeder hopper 320, the surrounding edge 3201 encircles the inner wall arrangement of second feeder hopper 320, forms mounting groove 3202 between the inner wall of surrounding edge 3201 and second feeder hopper 320, and the lower extreme embedding mounting groove 3202 of first feeder hopper 310 is convenient for dismantle first feeder hopper 310, clears up the coarse grain in the first feeder hopper 310.
The upper end of the first feed hopper 310 is provided with a lap joint, the lap joint is provided with a feed pipe 330, and one end of the feed pipe 330 faces to the middle part of the first feed hopper 310 and is obliquely arranged towards the direction of the screen 3101; the other end of the feeding pipe 330 extends in a direction away from the first feeding hopper 310, and a user can connect the other end of the feeding pipe 330 to a container device for receiving the curing agent, so that the curing agent is prevented from being directly poured into the first feeding hopper 310, the pouring amount is not easy to control, the amount of the curing agent can be controlled by the feeding pipe 330, and the screening of the screen 3101 is facilitated.
Furthermore, the outer surface of the injector 300 is arranged in a square shape, so that the injector 300 can be conveniently placed, and the injector 300 is prevented from inclining or moving in the operation process to influence the conveying of the curing agent; the inner wall of the inner cavity is arranged in a cylindrical shape, so that the curing agent falling onto the inner wall can smoothly slide down along the inner wall, and the curing agent in the inner cavity is fully conveyed to the bottom of the pile hole slurry.
The utility model discloses in, the periphery of second feeder hopper 320 is equipped with vibrting spear 3203, and is equipped with a plurality of vibrting spears 3203 of a plurality of vibrting spears 3203 along the periphery interval of second feeder hopper 320 is encircleed and is arranged, and just to arranging mounting groove 3202, and the vibration that vibrting spear 3203 produced reaches second feeder hopper 320, again from second feeder hopper 320 to the first feeder hopper 3201 of embedding in mounting groove 3202 to make screen cloth 3101 vibrate, improve screening efficiency.
Through the vibration of vibrting spear 3203, the solidification agent is screened in the help to the solidification agent of screening falls into second feeder hopper 320 smoothly, through vibrting spear 3203's vibration, makes the solidification agent in the second feeder hopper 320 fall into the inner chamber smoothly from the feed inlet, avoids appearing the condition of blockking up.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.

Claims (10)

1. The spraying device is used for spraying the curing agent to the bottom of the pile hole slurry and is characterized by comprising an air compressor, a sprayer, a conveying pipe and a connecting pipe; the air compressor is communicated with one end of the ejector through the connecting pipe, the other end of the ejector is connected with the conveying pipe, and the conveying pipe extends to the bottom of pile hole slurry; the sprayer is equipped with the inner chamber, be equipped with first feeder hopper, second feeder hopper on the sprayer, first feeder hopper with be equipped with the screen cloth between the second feeder hopper, the second feeder hopper with the inner chamber is linked together.
2. The injection apparatus for injecting curing agent to the bottom of pile hole slurry as claimed in claim 1, wherein said injector has a feed inlet, said feed inlet is connected to said inner cavity, said second feed hopper is disposed opposite to said feed inlet, and said first feed hopper is disposed above said second feed hopper.
3. The injection apparatus for injecting curing agent to the bottom of pile hole slurry as claimed in claim 1, wherein the diameters of the first hopper and the second hopper are gradually reduced from top to bottom.
4. The injection apparatus for injecting the curing agent to the bottom of pile hole slurry as claimed in any one of claims 1 to 3, wherein the second feed hopper is provided at its outer circumference with a vibrating bar.
5. The injection apparatus for injecting curing agent to the bottom of pile hole mud according to claim 4, wherein the second hopper is provided with an annular rim, the annular rim is arranged around the inner wall of the second hopper, a mounting groove is formed between the annular rim and the inner wall of the second hopper, and the lower end of the first hopper is embedded in the mounting groove.
6. The injection apparatus for injecting curing agent to the bottom of pile hole mud according to claim 5, wherein the upper end of the first feed hopper is provided with a lap joint, the lap joint is provided with a feed pipe, and one end of the feed pipe is inclined toward the middle of the first feed hopper and toward the screen; the other end of the feeding pipe extends and is arranged along the direction far away from the first feeding hopper.
7. A spray device for spraying a curing agent to the bottom of pile hole mud as claimed in any one of claims 1 to 3 wherein the outer surface of the spray is square.
8. The injection apparatus for injecting a curing agent into the bottom of pile hole mud as claimed in any one of claims 1 to 3, wherein the inner wall of the inner cavity is cylindrical.
9. A spray device for spraying a curing agent to the bottom of pile hole mud as claimed in any one of claims 1 to 3 wherein said screen is provided within said first hopper.
10. The injection apparatus for injecting a curing agent into the bottom of pile hole slurry as set forth in claim 5, wherein said vibration rod is disposed opposite to said installation groove, and when said vibration rod vibrates, the vibration is transmitted from the second feed hopper to the first feed hopper inserted into said installation groove.
CN202220432742.1U 2022-02-28 2022-02-28 Injection device for injecting curing agent to bottom of pile hole slurry Active CN217150240U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220432742.1U CN217150240U (en) 2022-02-28 2022-02-28 Injection device for injecting curing agent to bottom of pile hole slurry

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220432742.1U CN217150240U (en) 2022-02-28 2022-02-28 Injection device for injecting curing agent to bottom of pile hole slurry

Publications (1)

Publication Number Publication Date
CN217150240U true CN217150240U (en) 2022-08-09

Family

ID=82691798

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220432742.1U Active CN217150240U (en) 2022-02-28 2022-02-28 Injection device for injecting curing agent to bottom of pile hole slurry

Country Status (1)

Country Link
CN (1) CN217150240U (en)

Similar Documents

Publication Publication Date Title
CN100535257C (en) Jetting and agitating construction method and jetting and agitating device
KR100834923B1 (en) Apparatus for improvement soft ground and method for improvement soft ground use of it
CN1137312C (en) Foundation grouting apparatus and method thereof
US20180087283A1 (en) System and method for making polymer concrete
CN104131564B (en) Vibroflotation powder sprays the stake technique processed of broken stone pile and its stake vibroflotation equipment processed
KR101274671B1 (en) Apparatus for improving weak foundation and method of improving weak foundation using the same
EP1930087B1 (en) Method of spray application, and spray apparatus, for bentonite material
CN217150240U (en) Injection device for injecting curing agent to bottom of pile hole slurry
JP2009046896A (en) Soil bearing capacity increasing technique for soft ground
CN205777543U (en) A kind of concrete sprayer can shake material receiving device
CN108894232B (en) Post-grouting device for concrete precast pile and forming method and grouting process thereof
US9062431B2 (en) Device and method for soil compaction and/or soil stabilization
CN108194101A (en) A kind of constructing tunnel technique
CN113309128B (en) Construction method of dumbbell-shaped cement soil curtain pile in peat soil stratum
KR100226153B1 (en) Improved method of soft-ground
CN116648415A (en) Double-gate type aggregate mixer, aggregate transmission system and operation method thereof
KR102005371B1 (en) concrete discharging equipment
JPH10338931A (en) Sludge withdrawal treatment method of high-pressure jet mixing method
JP2001073369A (en) Press-in erection method for piles
KR101883222B1 (en) Agitating device with water zet module for filling geotextile tube
CN203594034U (en) Pile-making vibrofluctuation device for vibrofluctuation powder-sprayed gravel pile
CN1062045C (en) Dusting stirring extruding compact pile forming technology
JP4709073B2 (en) Ground improvement method
CN209306557U (en) A kind of construction equipment high pressure feeding device
JP3285056B2 (en) Spread wing injection pipe for ground improvement

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant