CN211735367U - Construction device for air-hardening cement soil mixing pile - Google Patents
Construction device for air-hardening cement soil mixing pile Download PDFInfo
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- CN211735367U CN211735367U CN201921901714.4U CN201921901714U CN211735367U CN 211735367 U CN211735367 U CN 211735367U CN 201921901714 U CN201921901714 U CN 201921901714U CN 211735367 U CN211735367 U CN 211735367U
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Abstract
The application discloses construction equipment of air hard cement soil mixing pile relates to civil engineering construction field. The construction device comprises a pulping device, a compressed air manufacturing device, a mixing pile machine and a control host. The stirring installation comprises a power head, a drill rod and a stirring blade. The hollow portion of the drill rod has a cement slurry passage and an air passage. The dual-channel drill rod realizes simultaneous spraying of cement paste and air in the stirring process, thereby exerting the solidification mechanism of the carbonation effect of cement soil and accelerating the strength increase speed of deep cement soil; the distribution of the guniting amount is automatically controlled by the control host, so that the uniform distribution of the cement paste along the pile body is realized, and the pile forming quality is high. The construction efficiency of cement mixing stake is greatly improved to this application, and the even stirring can be realized to the reciprocal stirring construction of single, has shortened construction cycle greatly and has practiced thrift the cost.
Description
Technical Field
The application relates to civil engineering construction, in particular to a construction device of an air-hardened cement mixing pile applied to foundation pit enclosure, seepage prevention and foundation reinforcement in civil and industrial infrastructure construction.
Background
The cement mixing pile is a foundation reinforcing method suitable for saturated soft clay. It uses cement as solidifying agent, and utilizes a stirring machine to forcedly stir the soft soil and solidifying agent in the deep position of foundation, and utilizes a series of physical and chemical reactions produced between solidifying agent and soft soil to make the soft soil be consolidated into the artificial improved foundation with integrity, water stability and a certain strength. The solidification mechanism of cement soil is mainly cement hydrolysis and hydration reaction, hydration of soil particles and cement and carbonation. The carbonation of soil cement requires reaction with carbon dioxide in air or water.
The conventional cement mixing pile is constructed by using a cement mixing pile machine in a bottom guniting mode. A large number of engineering practices show that the quality of the upper part (generally within 10 m) of the pile body of the cement-soil mixing pile is obviously better than that of the lower part (generally below 10 m). Therefore, the construction quality control of the mixing pile is seriously influenced by the existing construction method of the cement mixing pile.
SUMMERY OF THE UTILITY MODEL
The inventor finds that the reason for causing the quality of the upper part of the pile body of the cement-soil mixing pile to be better than that of the lower part is that: firstly, the conventional cement mixing pile machine adopts bottom guniting, the confining pressure of a deep soil body is large, the resistance of slurry entering the soil body is large, and the shortage of cement slurry in soil is caused; secondly, the deep stirring equipment bears large resistance, so that the uniform stirring of cement slurry and soil is difficult to ensure; thirdly, the deep soil body is isolated from the atmosphere, so that the cement soil cannot be fully contacted with the air in the hardening process, the carbonation function is weaker, and the strength is slowly increased. The problem that the lower part of the pile body of the mixing pile is smaller than the upper part of the pile body of the mixing pile due to the fact that cement slurry spraying amount of the lower part of the pile body is small, mixing is insufficient, and strength is slowly increased in the construction process of the cement-soil mixing pile is solved. The inventors found that the above situation is improved if the cement slurry and air are sprayed simultaneously during the stirring process. Based on the above, the application provides a construction method and a construction device for an air-hardening cement mixing pile.
According to an aspect of the present application, there is provided a construction apparatus for an air hardening cement mixing pile, including:
a slurrying device for preparing a cement slurry, having a slurry delivery pipe;
a compressed air producing apparatus for producing compressed air, which has an air delivery pipe;
stirring stake machine for provide stirring power, it includes:
the power head is used for providing power so as to drive the drill rod to rotate;
the drilling rod is connected with the power head and driven by the power head, the drilling rod is hollow inside, the bottom of the drilling rod is provided with a grout spraying port and an air spraying port, two channels are arranged in the hollow part of the drilling rod side by side and are arranged along the length of the drilling rod, one channel is a cement grout channel, the other channel is an air channel, the cement grout channel is communicated with the grout conveying pipe and the grout spraying port, and the air channel is communicated with the air conveying pipe and the air spraying port;
the stirring blade is fixed at the drill rod and rotates along with the drill rod; and
and the control host is connected with the pulping equipment, the compressed air manufacturing equipment and the power head of the mixing pile machine and is configured to control the pulp outlet amount of the pulping equipment, control the air outlet amount of the compressed air manufacturing equipment and control the operation of the power head.
Optionally, the drill rod is formed by connecting a plurality of drill rods, each two adjacent drill rods are connected by a joint assembly, and the joint assembly is configured to ensure that water and gas at the joint are not communicated with each other and that two channels corresponding to the two adjacent drill rods are not connected in reverse.
Optionally, the joint assembly comprises:
the inner part of the outer joint is divided into an upper section, a middle section and a lower section according to functions, the upper section is provided with two outer joint channels which are communicated along the axial direction, the two outer joint channels correspond to and are communicated with the cement slurry channel and the air channel, the middle section is provided with a supporting seat, the supporting seat is provided with two through holes which are communicated along the axial direction, the two through holes correspond to and are communicated with the two outer joint channels, and the lower section is provided with internal threads and is used for connecting the inner joint;
the inner joint is internally provided with two inner joint channels which are communicated along the axial direction, the two inner joint channels correspond to and are communicated with the two outer joint channels, the outer part of the inner joint is provided with a boss and an external thread from bottom to top, the boss is used for positioning the installation position of the outer joint, and the external thread is used for being meshed with the internal thread of the outer joint so as to be connected with the outer joint;
the sealing sheet is arranged on the lower end face of the supporting seat and used for providing sealing for the joints of the supporting seat, the inner joint and the outer joint and preventing water and gas from communicating; and
the anti-reverse connection structure comprises two positioning grooves, two positioning holes and two positioning pins, wherein the two positioning holes are formed in the external thread of the inner joint and are oppositely arranged and have different heights, the two positioning holes are formed in the lower section of the outer joint and correspond to the two positioning grooves in position, each positioning hole penetrates through the outer joint in the radial direction, the two positioning pins correspond to the two positioning holes, and each positioning pin is used for being inserted into the corresponding positioning groove through the corresponding positioning hole.
Optionally, the control host is configured to automatically control the grouting amount and the gas injection amount, and is further configured to automatically match the drilling speed of the drill rod, the rotating speed of the blades, the drilling depth, the grouting amount and the gas amount of each point section in real time so as to ensure that the cement grout is uniformly distributed along the length of the pile.
According to the construction device, the cement paste and the air are sprayed simultaneously in the stirring process through the research and development of the dual-channel drill rod, so that the solidification mechanism of the carbonation effect of the cement soil is exerted, and the strength increasing speed of the deep cement soil is accelerated; the distribution of the guniting amount is automatically controlled through the control host, so that the uniform distribution of cement paste along the pile body is realized. Therefore, the pile forming quality is high, and the problem that the lower part of the pile body of the mixing pile is lower than the upper part of the pile body of the mixing pile due to small cement slurry spraying amount, insufficient mixing and slow strength increase in the cement-soil mixing pile construction process is solved. In addition, the construction efficiency of the cement mixing pile is greatly improved, uniform mixing can be achieved through single reciprocating mixing construction, the construction period is greatly shortened, and the cost is saved.
The above and other objects, advantages and features of the present application will become more apparent to those skilled in the art from the following detailed description of specific embodiments thereof, taken in conjunction with the accompanying drawings.
Drawings
Some specific embodiments of the present application will be described in detail hereinafter by way of illustration and not limitation with reference to the accompanying drawings. The same reference numbers in the drawings identify the same or similar elements or components. Those skilled in the art will appreciate that the drawings are not necessarily drawn to scale. In the drawings:
fig. 1 is a schematic structural view of a construction apparatus of an air hardening cement mixing pile according to an embodiment of the present application;
FIG. 2 is a schematic cross-sectional view of a drill rod according to one embodiment of the present application;
FIG. 3 is a schematic partial cross-sectional view at the bottom of the drill pipe shown in FIG. 1;
FIG. 4 is a schematic perspective view of a nipple according to an embodiment of the present application;
FIG. 5 is a schematic cross-sectional view A-A of FIG. 4 after the inner and outer joints of FIG. 4 are assembled together;
FIG. 6 is a schematic cross-sectional view taken along line B-B of FIG. 4 after the inner and outer joints of FIG. 4 are assembled together.
The symbols in the drawings represent the following meanings:
100 a construction apparatus for a concrete structure, comprising,
10 a pulping device, 11 a pulp conveying pipe,
20 a compressed air producing device, 21 an air delivery pipe,
30 a mixing pile machine is arranged in the mixing pile machine,
31 power head, 32 drill rod, 321 guniting port, 322 air jet, 33 cement grout channel, 34 air channel, 35 stirring blade, 36 joint component, 37 inner joint, 371 first inner joint channel, 372 second inner joint channel, 373 boss, 374 external thread, 38 external joint, 381 upper section, 382 middle section, 383 lower section, 384 first outer joint channel, 385 second outer joint channel, 386 supporting seat, 387 through hole, 388 internal thread, 389 sealing piece, 39 anti-reverse connection structure, positioning groove 391, positioning hole, 393 positioning pin.
40 control the host.
Detailed Description
Fig. 1 is a schematic configuration view of a construction apparatus of an air hardening cement mixing pile according to an embodiment of the present application. FIG. 2 is a schematic cross-sectional view of a drill rod according to one embodiment of the present application. Figure 3 is a schematic partial cross-sectional view at the bottom of the drill pipe shown in figure 1.
As shown in fig. 1 and also referring to fig. 2 to 3, the present embodiment provides a construction apparatus 100 for an air-setting cement-soil mixing pile, which includes a slurrying device 10, a compressed air making device 20, a mixing pile machine 30 and a control host machine 40. The pulping apparatus 10 is used for preparing cement paste, and the pulping apparatus 10 has a pulp feed pipe 11. The compressed air producing apparatus 20 is for producing compressed air, and the compressed air producing apparatus 20 has an air delivery pipe 21. The mixing pile machine 30 is used for providing mixing power. The mixer loader includes a power head 31, drill stem 32, and mixing blade 35. The power head 31 is used to provide power to rotate the drill stem 32. A drill stem 32 is connected to the power head 31 and is driven by the power head 31. As shown in fig. 3, the drill pipe 32 is hollow inside, and the bottom of the drill pipe 32 has a grout outlet 321 and an air outlet 322. As shown in fig. 2, the hollow of the drill rod 32 is provided with two separate channels side by side, the two separate channels being provided along the length of the drill rod 32. One of the two separate passages is a cement slurry passage 33 and the other is an air passage 34. The cement grout channel 33 is communicated with the grout pipe 11 and the grout spraying port 321. The air passage 34 communicates with the air delivery pipe 21 and the air ejection port 322. The stirring blade 35 is fixed to the drill rod 32 and rotates with the drill rod 32. The control host 40 is connected with the pulping equipment 10, the compressed air manufacturing equipment 20 and the power head 31 of the mixing pile machine 30, and is configured to control the pulp output amount of the pulping equipment 10, control the air output amount of the compressed air manufacturing equipment 20 and control the operation of the power head 31.
More specifically, in this embodiment, the pulping apparatus 10, the compressed air making apparatus 20, the mixing pile machine 30, and the control host 40 are all existing apparatuses in the prior art, and therefore detailed descriptions of specific structures of the apparatuses in this embodiment are omitted. For example, the pulping apparatus 10 is of the type XB-1200. The compressed air producing apparatus 20 includes a compressed air machine and a pressure regulating valve. The mixing pile machine 30 is typically of type SBJ-II. In specific implementation, the control host 40 may be implemented by a control chip and a control circuit, and may also be implemented by a control circuit.
The application of construction equipment 100, through research and development binary channels drilling rod 32, spout grout and air when having realized the stirring in-process, thereby the solidification mechanism of cement soil carbonation effect has been brought into play, accelerate the intensity growth rate of deep cement soil, and simultaneously, the injection of air can effectively reduce the resistance when deep stirring, improve the stirring uniformity of cement soil, make into a stake high quality, solved in the cement soil mixing pile work progress because pile body lower part grout liquid spouts the thick liquid volume less, the stirring is insufficient, intensity increases the problem that the quality of mixing pile body lower part that leads to is less than upper portion slowly. The distribution of the amount of the grout is automatically controlled by the control host machine 40, so that the uniform distribution of the grout along the pile body is realized, and the pile forming quality is further improved. Therefore, the construction efficiency, the stirring uniformity and the strength increasing rate of the cement soil of the cement stirring pile are greatly improved, uniform stirring can be realized through single reciprocating stirring construction, the construction period is greatly shortened, and the cost is saved.
In the process of implementing the present application, the inventor finds that the present application can accelerate the strength increase rate of the cemented soil compared with the triaxial mixing pile machine in the prior art. The inventor finds that the drill rods of the triaxial mixing pile machine in the prior art are single-channel rods and are used for spraying grout, and meanwhile, an air pipe is arranged among the three drill rods and is mainly used for reducing the resistance of drilling. The independent air pipe of triaxial stirring stake is far away from the shotcrete pipe, and the air is difficult evenly distributed on whole stirring cross-section, and cement thick liquid and air can't the homogeneous mixing. The dual-channel drill rod 32 is adopted, the cement slurry channel 33 is close to the air channel 34, slurry and air can be fully mixed, the air can be uniformly distributed on the stirring section, the solidification mechanism of the carbonation effect of the cement soil is exerted, and the strength growth rate of the cement soil is accelerated.
More specifically, in the present embodiment, the mixer is used for a single-shaft mixer. Of course, in other embodiments, the mixing and loading machine of the present application can also be used in combination with a two-axis and multi-axis mixing pile machine.
Figure 4 is a schematic perspective view of a nipple according to one embodiment of the present application. Figure 5 is a schematic cross-sectional view a-a of figure 4 after the inner and outer joints of figure 4 are assembled together. FIG. 6 is a schematic cross-sectional view taken along line B-B of FIG. 4 after the inner and outer joints of FIG. 4 are assembled together.
In the present embodiment, referring to fig. 1, the drill pipe 32 is formed by connecting a plurality of drill pipes 32, and each two adjacent drill pipes 32 are connected by a joint assembly 36 (see fig. 5), where the joint assembly 36 is configured to ensure that water and gas at the joint do not communicate with each other and that two corresponding passages of two adjacent drill pipes 32 do not connect to each other.
More specifically, as shown in fig. 4, 5 and 6, the joint assembly 36 includes: an inner joint 37, an outer joint 38, a sealing plate 389 and an anti-reverse 39. The outer joint 38 is a rotary body, and the inside of the outer joint 38 is divided into an upper section 381, a middle section 382, and a lower section 383 in terms of function. The upper section 381 is provided with two outer joint channels running through in the axial direction. Two outer joint channels, a first outer joint channel 384 and a second outer joint channel 385. The first outer joint passage 384 corresponds to and communicates with the cement slurry passage 33, and the second outer joint passage 385 corresponds to and communicates with the air passage 34. The middle section 382 mounts a support seat 386. The support seat 386 is provided with two through holes 387 which are communicated along the axial direction. The two through holes 387 correspond to and communicate with the two outer joint channels. The lower section 383 has internal threads 388 for connection to nipple 37. The nipple 37 is a solid of revolution, and a first nipple passage 371 and a second nipple passage 372, which are two nipple passages penetrating in the axial direction, are provided inside the nipple 37. The two inner joint channels correspond to and are communicated with the two outer joint channels. I.e., the first inner joint channel 371 connects with the first outer joint channel 384 and the second inner joint channel 372 connects with the second outer joint channel 385. The outer portion of nipple 37 has, from bottom to top, a boss 373 and an external thread 374. The boss 373 is used to position the mounting position of the outer joint 38. The external threads 374 are adapted to engage the internal threads 388 of the outer joint 38 to couple the outer joint 38. A sealing sheet 389 is installed at the lower end surface of the supporting seat 386 to provide sealing for the joint of the supporting seat 386, the inner joint 37 and the outer joint 38 and prevent water and air communication. The anti-reverse 39 includes two positioning slots 391, two positioning holes 392 and two positioning pins 393. Two positioning grooves 391 are formed at the external thread 374 of the nipple 37, oppositely arranged at the peripheral wall of the nipple 37, and the heights of the two positioning grooves 391 are different with respect to the bottom surface of the nipple 37. Through the difference in height of two constant head tank 391, realized that two passageways of drilling rod can not connect conversely. Two positioning holes 392 are formed at the lower section 383 of the outer joint 38 and correspond to the positions of the two positioning grooves 391. Each positioning hole 392 extends through the outer joint 38 in the radial direction. The two positioning pins 393 correspond to the two positioning holes 392, and each positioning pin 393 is used for passing through the corresponding positioning hole 392 and inserting into the corresponding positioning groove 391.
In the process of realizing the application, the inventor finds that the grout spraying amount of the existing cement mixing pile machine is controlled according to single flow, and due to the change of hardness and softness of a soil layer, the drilling speed is different, the grout spraying amount cannot be matched with the change of a stratum, so that the grout amount is unevenly distributed along the depth of a pile body.
In order to solve the above problems, in the present embodiment, the control host 40 is configured to automatically control the grouting amount and the gas injection amount, and is further configured to automatically match the drilling speed, the blade rotation speed, the drilling depth, and the grout amount and gas amount at each point of the drill pipe 32 in real time, so as to ensure that the grout is uniformly distributed along the length of the pile.
In this embodiment, there is also provided a method for constructing an air-setting cement-soil mixing pile by using the construction apparatus 100, which comprises the following steps:
setting out a real model according to the construction drawing;
grooving, namely grooving according to the requirements of a drawing;
moving the construction apparatus 100 to a position to be constructed;
starting the pulping equipment 10, and preparing cement paste according to the water-cement ratio required by design;
starting the compressed air manufacturing equipment 20, and preparing a proper amount of compressed air in the air storage tank;
starting the control host 40, inputting construction parameters, and automatically controlling preset data by the control host 40, wherein the data comprises: drilling speed, per meter of slurry spraying amount, per meter of gas spraying amount, total slurry amount distribution, total gas spraying amount distribution and pile end design elevation;
starting a power head 31 of the mixing pile machine 30 to drive a drill bit, spraying cement paste and air while mixing, and drilling to the designed pile bottom elevation;
lifting the power head 31 in a reverse rotation manner, closing the grout spraying port 321, continuously spraying air through the air spraying port 322, lifting the drill to the elevation of the pile top while stirring, and forming a pile at one time;
and after one group is finished, moving to a second group for continuous construction until all the piles are formed.
According to the construction method, the cement paste and the air are sprayed simultaneously in the stirring process through the research and development of the dual-channel drill rod 32, so that the solidification mechanism of the carbonation effect of the cement soil is exerted, and the strength increasing speed of the deep cement soil is accelerated; the distribution of the amount of the grout is automatically controlled by the control host 40, so that the grout is uniformly distributed along the pile body. Therefore, the pile forming quality is high, and the problem that the lower part of the pile body of the mixing pile is lower than the upper part of the pile body of the mixing pile due to small cement slurry spraying amount, insufficient mixing and slow strength increase in the cement-soil mixing pile construction process is solved. In addition, the construction efficiency of the cement mixing pile is greatly improved, uniform mixing can be achieved through single reciprocating mixing construction, the construction period is greatly shortened, and the cost is saved.
The single pile aperture of stirring stake in this application can be 700 mm. Of course, in other embodiments, the aperture of the single pile of the mixing pile may also be 400mm, 450mm, 500mm, 550mm, 600mm, 650mm, 700mm, 750mm, 800mm, 850mm, 900mm, 950mm, 1000mm or 1050mm, and other apertures, according to the construction requirement.
It is to be noted that, unless otherwise specified, technical or scientific terms used herein shall have the ordinary meaning as understood by those skilled in the art to which this application belongs.
In the description of the present application, it is to be understood that the terms "central," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," "circumferential," and the like are used in the orientations and positional relationships indicated in the drawings for convenience in describing the present application and to simplify the description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are therefore not to be considered limiting of the present application.
Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. In the description of the present application, "a plurality" means two or more unless specifically defined otherwise.
In this application, unless expressly stated or limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can include, for example, fixed connections, removable connections, or integral parts; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art as appropriate.
In this application, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may be directly contacting the first and second features or indirectly contacting the first and second features through intervening media. Also, a first feature "on," "over," and "above" a second feature may be directly or diagonally above the second feature, or may simply indicate that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature may be directly under or obliquely under the first feature, or may simply mean that the first feature is at a lesser elevation than the second feature.
The above description is only for the preferred embodiment of the present application, but the scope of the present application is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present application should be covered within the scope of the present application. Therefore, the protection scope of the present application shall be subject to the protection scope of the claims.
Claims (4)
1. The utility model provides a construction equipment of air hard cement soil mixing pile which characterized in that includes:
a slurrying device (10) for preparing a cement slurry, having a slurry feed pipe (11);
a compressed air producing apparatus (20) for producing compressed air, which has an air delivery pipe (21);
stirring stake machine (30) for provide stirring power, it includes:
the power head (31) is used for providing power to drive the drill rod (32) to rotate;
the drilling rod (32) is connected with the power head (31), driven by the power head (31), hollow inside, provided with a grout spraying port (321) and an air spraying port (322) at the bottom, two channels are arranged in the hollow part of the drilling rod (32) side by side and arranged along the length of the drilling rod (32), one channel is a cement grout channel (33), the other channel is an air channel (34), the cement grout channel (33) is communicated with the grout conveying pipe (11) and the grout spraying port (321), and the air channel (34) is communicated with the air conveying pipe (21) and the air spraying port (322);
the stirring blade (35) is fixed at the drill rod (32) and rotates along with the drill rod (32); and
and the control host (40) is connected with the pulping equipment (10), the compressed air manufacturing equipment (20) and the power head (31) of the mixing pile machine (30) and is configured to control the pulp outlet amount of the pulping equipment (10), control the air outlet amount of the compressed air manufacturing equipment (20) and control the operation of the power head (31).
2. The apparatus as claimed in claim 1, wherein the drill rods (32) are formed by connecting a plurality of drill rods (32), each two adjacent drill rods (32) being connected by a joint assembly (36), the joint being configured to ensure that water and gas at the joint assembly (36) do not communicate with each other and that the two corresponding passages of the two adjacent drill rods (32) do not connect to each other.
3. Construction device according to claim 2, wherein said joint assembly (36) comprises:
the inner part of the outer joint (38) is divided into an upper section (381), a middle section (382) and a lower section (383) according to functions, the upper section (381) is axially provided with two through outer joint channels which correspond to and are communicated with the cement slurry channel (33) and the air channel (34), the middle section (382) is provided with a supporting seat (386), the supporting seat (386) is axially provided with two through holes (387), the two through holes (387) correspond to and are communicated with the two outer joint channels, and the lower section (383) is provided with an internal thread (388) for connecting the inner joint;
the inner joint (37) is internally provided with two inner joint (37) channels which are communicated with each other and correspond to the two outer joint channels, the outer part of the inner joint (37) is provided with a boss (373) and an external thread (374) from bottom to top, the boss (373) is used for positioning the mounting position of the outer joint (38), and the external thread (374) is used for being meshed with the internal thread (388) of the outer joint (38) to connect the outer joint (38);
a sealing sheet (389) which is arranged at the lower end face of the supporting seat (386) and provides sealing for the joint of the supporting seat (386), the inner joint (37) and the outer joint (38) to prevent water and gas from communicating; and
the anti-reverse connection structure (39) comprises two positioning grooves (391), two positioning holes (392) and two positioning pins (393), wherein the two positioning grooves (391) are formed at the external threads (374) of the inner joint (37) and are oppositely arranged and have different heights, the two positioning holes (392) are formed at the lower section (383) of the outer joint (38) and correspond to the two positioning grooves (391), each positioning hole (392) penetrates through the outer joint (38) in the radial direction, the two positioning pins (393) correspond to the two positioning holes (392), and each positioning pin (393) is used for penetrating through the corresponding positioning hole (392) and being inserted into the corresponding positioning groove (391).
4. The construction equipment according to any one of claims 1-3, wherein the control host (40) is configured to automatically control the grouting amount and the gas injection amount, and is further configured to automatically match the drilling speed, the blade rotation speed, the drilling depth, the slurry amount per section and the gas amount of the drill pipe (32) in real time to ensure that the cement slurry is uniformly distributed along the length of the pile.
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| CN201921901714.4U CN211735367U (en) | 2019-11-06 | 2019-11-06 | Construction device for air-hardening cement soil mixing pile |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110761279A (en) * | 2019-11-06 | 2020-02-07 | 上海渊丰地下工程技术有限公司 | Construction method and construction device for air-hardening cement mixing pile |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110761279A (en) * | 2019-11-06 | 2020-02-07 | 上海渊丰地下工程技术有限公司 | Construction method and construction device for air-hardening cement mixing pile |
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