CN104652437A - Hole cleaning device for spun-digging pile hole and construction method thereof - Google Patents
Hole cleaning device for spun-digging pile hole and construction method thereof Download PDFInfo
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- CN104652437A CN104652437A CN201510077391.1A CN201510077391A CN104652437A CN 104652437 A CN104652437 A CN 104652437A CN 201510077391 A CN201510077391 A CN 201510077391A CN 104652437 A CN104652437 A CN 104652437A
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Abstract
The invention discloses a hole cleaning device for a spun-digging pile hole and a construction method thereof. The hole cleaning device comprises a cylindrical hole cleaning device casing pipe with a water filtering hole, a slag extracting pump, a filter screen, a center slag discharge hole, a first slag outlet, a second slag outlet, a compressed gas pipeline, a foaming agent pipeline, a sediment collection chamber, a steel plate, a spring, a rubber sheet, a fastening bolt, a rotating bolt, a compressed gas outlet, a foaming agent outlet, a gas flow dividing body, a blocking device, a filter screen fastening bolt, a round insertion rod, a filter screen rotating bolt, a steel cable, a guide wheel and a fixed shaft. The construction method comprises the following construction steps: 1, arranging the hole cleaning device for the spun-digging pile hole at the end part of a rotary drill rod; 2, inserting the hole cleaning device for the spun-digging pile hole to the bottom of the pile hole and fixing the hole cleaning device for the spun-digging pile hole after rotating the hole cleaning device for the spun-digging pile hole by a plurality of circles at a low speed; 3, inputting compressed gas to the compressed gas pipeline and simultaneously inputting a foaming agent; 4, starting the slag extracting pump to extract slags; 5, repeatedly circulating the operation to complete slag removal, pulling out the hole cleaning device to discharge the slags. The hole cleaning device for the spun-digging pile hole and the construction method thereof have the advantages of low manufacturing and use cost and high slag removing and hole cleaning efficiency and solve the problem of difficulty in removal of the sediments of a mechanical hole and particularly a spun-dug mechanical form.
Description
Technical field
The present invention relates to building trade pile foundation engineering machinery and construction method thereof, especially one is revolved and is dug stake holes clear hole device and construction method.
Background technology
Along with the development of underground space development and highrise building, deep foundation pit construction grows with each passing day, the method development that pile foundation engineering is past more deeply, larger, at present, conventional pouring pile hole method mainly contains pound piling with hole slurry protected, long screw auger pressure deposited pile, static-pressure driven cast-in-place pile, spiral-digging pore castinplace pile, double back revolve down-hole hammer castinplace pile etc., wherein, rotary drilling rig creeps into machinery as a kind of efficient, high-quality, have that suitable soil layer is wide, construction cost compared with low, mobile flexibly, little, the drilling efficiency advantages of higher of noise, that applies in pile foundation engineering is more and more extensive.Although rotary drilling rig has many merits as pile foundation construction machinery, there is following defect and govern its application: one is that sediment thickness is difficult to control and nothing slagging-off hole cleaning machine tool and means efficiently; Two is generally adopt at present bucket to dig stake holes repeatedly drag for the clear hole of slag to revolving, and owing to dragging for slag often, cleaning efficiency is low, and has a side secondary falling slag problem.
Summary of the invention
The object of this invention is to provide and a kind of make, scarfing cinder clear hole low with use cost and revolve efficiently and dig stake holes clear hole device and construction method thereof, solve the problem that the sediment cleaning of mechanical hole building particularly rotary drilling machinery pore-forming is difficult.
For realizing above object, of the present invention revolve dig stake holes clear hole device comprise evenly be provided with consider water hole tubular clear hole device steel sleeve, take out pulp pump, filter screen, central row cinder hole, the first slag notch, the second slag notch, Compressed Gas pipeline, foaming agent pipeline, sludge collection room, steel plate, spring, sheet rubber, fastening bolt, rotating bolt, Compressed Gas outlet, foaming agent outlet, gas distribution body, screens device, filter screen fastening bolt, circular inserting rod, filter screen rotating bolt, cable wire, guide wheel and fixed axis; Described Compressed Gas pipeline is fixed on tubular clear hole device inwall, and be circumferentially uniformly distributed multiple along tubular clear hole device inwall, Compressed Gas pipeline one end is connected with rotary drilling machinery air compressor port, and the other end is fixed on bottom the device inwall of tubular clear hole; Described foam squeezes pipeline and is fixed on tubular clear hole device inwall, is circumferentially uniformly distributed multiple along tubular clear hole device inwall, and one end is connected with rotary drilling machinery foaming agent tank body port, and the other end is fixed on bottom the device inwall of tubular clear hole; Described screens device is distributed on the device inwall fixed axis of tubular clear hole, can rotate around fixed axis, and screens device cantilever connects cable wire, is controlled by control room; Described central row cinder hole through both ends open, one end is fixed on the device of tubular clear hole by circular inserting rod, the other end to be fixed on steel plate and with take out pulp pump inlet tubes and be connected; Described filter screen is half elliptic, circumferentially distributes two along tubular clear hole device inwall, time closed, it is high order end that one end connects circular inserting rod, can rotate around circular inserting rod, it is low order end that the other end is fixed on tubular clear hole device inwall screens device, described filter screen is affixed with the geotextiles of water filtering function; Described gas distribution body is located at the exit of Compressed Gas pipeline and is fixed on inner-walls of duct by round bar.
Described Compressed Gas pipeline is rounded, is circumferentially uniformly distributed 2 ~ 6 along tubular clear hole device inwall.
It is rounded that described foam squeezes pipeline, circumferentially distributes 2 ~ 4 along tubular clear hole device inwall.
Described treatment hole is circular, penetrates tubular clear hole wall, lays the geotextiles with water filtering function inside treatment hole.
Described central row cinder hole is circular.
Four sides of described gas distribution body are concave curved surface shape, and the vertical cross-section of gas distribution body pipeline inner end and outer end is in square, and pipeline inner end vertical cross-section is less than pipeline outer end vertical cross-section.
The construction method of digging stake holes clear hole device of revolving of the present invention is carried out according to the following steps: 1. settle to revolve and dig stake holes clear hole device to rotary drill rod end; 2. this is revolved and dig stake holes clear hole device and be inserted to bottom stake holes, and fix after the some circles of slow rotation; 3. input Compressed Gas to Compressed Gas pipeline, meanwhile input foaming agent; 4. start and take out pulp pump, carry out taking out slag; 5. after circulation several times, scarfing cinder completes, and extracts hole device clearly, draws off dregs.
Accompanying drawing explanation
Fig. 1 is that of the present invention revolving digs the positive cross-sectional schematic of stake holes clear hole device;
Fig. 2 is that of the present invention revolving digs stake holes clear hole device schematic front view;
Fig. 3 is the outlet of detail drawing 1-Compressed Gas and foam extrusion enlarged diagram in Fig. 1;
Fig. 4 is 1-1 generalized section in Fig. 1;
Fig. 5 is 2-2 generalized section in Fig. 1;
Fig. 6 is the positive cross-sectional schematic of detail drawing 2-screens device in Fig. 1;
Fig. 7 is detail drawing 2-screens device schematic front view in Fig. 1.
Reference numeral: clear hole device steel sleeve 1, take out pulp pump 2, filter screen 3, circular central mud hole 4, first slag notch 5, second slag notch 6, Compressed Gas pipeline 7, foaming agent pipeline 8, sludge collection room 9, steel plate 10, circularly consider water hole 11, spring 12, sheet rubber 13, fastening bolt 14, rotating bolt 15, Compressed Gas outlet 16, foaming agent outlet 17, gas distribution body 18, screens device 19, filter screen fastening bolt 20, circular inserting rod 21, filter screen rotating bolt 22, cable wire 23, guide wheel 24 and fixed axis 25.
Detailed description of the invention
As shown in Fig. 1-Fig. 7, of the present invention revolving is dug stake holes clear hole device and is comprised evenly being provided with and consider the tubular clear hole device steel sleeve 1 in water hole 11, take out pulp pump 2, filter screen 3, circular central mud hole 4, first slag notch 5, second slag notch 6, Compressed Gas pipeline 7, foaming agent pipeline 8, sludge collection room 9, steel plate 10, spring 12, sheet rubber 13, fastening bolt 14, rotating bolt 15, Compressed Gas outlet 16, foaming agent outlet 17, gas distribution body 18, screens device 19, filter screen fastening bolt 20, circular inserting rod 21, filter screen rotating bolt 22, cable wire 23, guide wheel 24 and fixed axis 25, described treatment hole 11 is circular, penetrates tubular clear hole wall, lays the geotextiles with water filtering function inside treatment hole, described Compressed Gas pipeline 7 is rounded, is fixed on tubular clear hole device inwall, and be circumferentially uniformly distributed 4 along tubular clear hole device inwall, Compressed Gas pipeline one end is connected with rotary drilling machinery air compressor port, and the other end is fixed on bottom the device inwall of tubular clear hole, it is rounded that described foam squeezes pipeline 8, is fixed on tubular clear hole device inwall, is circumferentially uniformly distributed 2 along tubular clear hole device inwall, and one end is connected with rotary drilling machinery foaming agent tank body port, and the other end is fixed on bottom the device inwall of tubular clear hole, described screens device 19 is distributed on tubular clear hole device inwall fixed axis 25, can rotate around fixed axis 25, and screens device cantilever connects cable wire 23, is controlled by control room, described central row cinder hole 4 through both ends open, one end is fixed on tubular clear hole device 1 by circular inserting rod 21, the other end to be fixed on steel plate 10 and with take out pulp pump inlet tubes and be connected, described filter screen 3 is in half elliptic, two are circumferentially distributed along tubular clear hole device inwall, time closed, it is high order end that one end connects circular inserting rod 21, can rotate around circular inserting rod 21, it is low order end that the other end is fixed on tubular clear hole device inwall screens device 19, described filter screen is affixed with the geotextiles of water filtering function, described gas distribution body 18 is located at the exit of Compressed Gas pipeline and is fixed on inner-walls of duct by round bar, four sides of gas distribution body 18 are concave curved surface shape, the vertical cross-section of gas distribution body pipeline inner end and outer end is in square, and pipeline inner end vertical cross-section is less than pipeline outer end vertical cross-section.
The construction method of digging stake holes clear hole device of revolving of the present invention is carried out according to the following steps: 1. settle to revolve and dig stake holes clear hole device to rotary drill rod end; 2. this is revolved and dig stake holes clear hole device and be inserted to bottom stake holes, and fix after the some circles of slow rotation; 3. input Compressed Gas to Compressed Gas pipeline, meanwhile input foaming agent; 4. start and take out pulp pump, carry out taking out slag; 5. after circulation several times, scarfing cinder completes, and extracts hole device clearly, draws off dregs.
Be described below more specifically:
Composition graphs 1, arrangement is revolved and is dug stake holes clear hole device to rotary drill rod end, then this is revolved and dig stake holes clear hole device and be inserted to bottom stake holes, and the some circles of slow rotation make hole device clearly insert the soil body, then by control room, Compressed Gas or foaming agent are inputted Compressed Gas pipeline 7 or foaming agent pipeline 8 by air inlet port, exported by duct bottom again and discharge, make clearly in the device of hole sediment be suspended in liquid, now, restart and take out pulp pump 2, sediment mixed liquor is pumped under the effect of taking out pulp pump, sludge collection room 9 is drained into again by the first slag notch 5 and the second slag notch 6, sediment drops down onto on filter screen 3, because filter screen can be permeable, but can stop that sediment particle falls into stake holes, in sediment, moisture can also be discharged by the circular treatment hole 11 in steel sleeve 1 circumferential wall, after some circulations, in stake holes, sediment constantly reduces, clear hole is terminated, extract hole device clearly, transfer cable wire 23, filter screen 3 bottom, dregs draws off.
As shown in Figure 3, Compressed Gas pipeline 7 or foam squeeze pipeline 8 and adopt welding or bolted mode to be fixed on steel sleeve 1 inwall, Compressed Gas exports 16 by Cemented filling to Compressed Gas, Compressed Gas is (foaming agent pipeline is not containing shunting body 18) after gas distribution body 18, gas dispersion ejects, and sheet rubber 13 is opened by rotating bolt 15 effect; When after closedown gas valve, act on through spring 12, sheet rubber 13 closes automatically, prevents sediment from entering pipeline; Foam squeezes and squeezes pipe outlet without gas distribution body 18 by Cemented filling to foaming agent outlet 17(foam, and all the other components are with Compressed Gas pipeline), sprayed in mixing material by outlet.
Be illustrated in figure 4 Compressed Gas pipeline and foam squeezes pipeline plan-position arrangement diagram, by known as shown in the figure, Compressed Gas pipeline lays four, and foam squeezes pipeline and lays two.Duct bottom have pipe outlet give prominence to, bottom pipe outlet with steel sleeve bottom on same level position.
As shown in Figure 5, two half elliptic filter screens 3 are fixed on circular inserting rod 21 by filter screen rotating bolt 22, and filter screen 3 can be rotated around circular inserting rod 21 by rotating bolt 22; When starting to collect sediment, filter screen 3 is fixed on screens device 19, when screens device upwards swing exceed certain angle time, spring 12 can prevent screens device to be close to steel sleeve; When sludge collection completes, transfer cable wire 23, filter screen 3 rotates to the bottom by rotating bolt 22 around circular inserting rod 21, and sediment draws off.
As shown in Figure 6 and Figure 7, be respectively screens device facade and sectional drawing, screens device 19 is fixed on steel sleeve 1 by fixed axis 25, and filter screen is positioned on screens device, and the spring be fixed on steel sleeve can limit screens device upwards swings.
Revolve with biography and dig stake holes and unite compared with the device of clear hole, clear hole device self can form self-loopa, and clear hole device does not limit by the degree of depth, can in deep hole clear hole; Set up Compressed Gas pipeline bottom the device of clear hole, bottom sediment can be formed suspended mixture zoarium under gas effect, be conducive to scarfing cinder, scarfing cinder is more thorough; Foaming agent plays lubrication to sediment, reduces and takes out slag resistance; Clear hole device adopts self-circulation system, can reduce clear hole number of times, realizes disposablely completing hole clearly; Clear hole device circulatory mediator can be water or mud, when adopting water as circulatory mediator, and environmental protection, mud-less pollution.In a word, utilize and revolve that to dig hole Qi Qing hole clearly more thorough, reduce tradition and revolve and dig hole Qi Qing hole number of times clearly, save the construction period, when using water as circulatory mediator, environmental protection.
It should be noted that in addition, each concrete technical characteristic and preferred embodiment described in above-mentioned detailed description of the invention, can be undertaken combining and equivalents by any suitable mode, these all belong to protection scope of the present invention.
Claims (7)
1. one kind revolves and digs stake holes clear hole device, it is characterized in that: it comprise evenly be provided with consider water hole tubular clear hole device steel sleeve, take out pulp pump, filter screen, central row cinder hole, the first slag notch, the second slag notch, Compressed Gas pipeline, foaming agent pipeline, sludge collection room, steel plate, spring, sheet rubber, fastening bolt, rotating bolt, Compressed Gas outlet, foaming agent outlet, gas distribution body, screens device, filter screen fastening bolt, circular inserting rod, filter screen rotating bolt, cable wire, guide wheel and fixed axis; Described Compressed Gas pipeline is fixed on tubular clear hole device inwall, and be circumferentially uniformly distributed multiple along tubular clear hole device inwall, Compressed Gas pipeline one end is connected with rotary drilling machinery air compressor port, and the other end is fixed on bottom the device inwall of tubular clear hole; Described foam squeezes pipeline and is fixed on tubular clear hole device inwall, is circumferentially uniformly distributed multiple along tubular clear hole device inwall, and one end is connected with rotary drilling machinery foaming agent tank body port, and the other end is fixed on bottom the device inwall of tubular clear hole; Described screens device is distributed on the device inwall fixed axis of tubular clear hole, can rotate around fixed axis, and screens device cantilever connects cable wire, is controlled by control room; Described central row cinder hole through both ends open, one end is fixed on the device of tubular clear hole by circular inserting rod, the other end to be fixed on steel plate and with take out pulp pump inlet tubes and be connected; Described filter screen is half elliptic, circumferentially distributes two along tubular clear hole device inwall, time closed, it is high order end that one end connects circular inserting rod, can rotate around circular inserting rod, it is low order end that the other end is fixed on tubular clear hole device inwall screens device, described filter screen is affixed with the geotextiles of water filtering function; Described gas distribution body is located at the exit of Compressed Gas pipeline and is fixed on inner-walls of duct by round bar.
2. revolve as claimed in claim 1 and dig stake holes clear hole device, it is characterized in that: described Compressed Gas pipeline is rounded, be circumferentially uniformly distributed 2 ~ 6 along tubular clear hole device inwall.
3. revolve as claimed in claim 1 and dig stake holes clear hole device, it is characterized in that: it is rounded that described foam squeezes pipeline, circumferentially distribute 2 ~ 4 along tubular clear hole device inwall.
4. revolve as claimed in claim 1 and dig stake holes clear hole device, it is characterized in that: described treatment hole, for circular, penetrates tubular clear hole wall, lays the geotextiles with water filtering function inside treatment hole.
5. revolve as claimed in claim 1 and dig stake holes clear hole device, it is characterized in that: described central row cinder hole is that circle is revolved as claimed in claim 1 and dug stake holes clear hole device, it is characterized in that: described treatment hole, for circular, penetrates tubular clear hole wall, lays the geotextiles with water filtering function inside treatment hole.
6. revolve as claimed in claim 1 and dig stake holes clear hole device, it is characterized in that: four sides of described gas distribution body are concave curved surface shape, the vertical cross-section of gas distribution body pipeline inner end and outer end is in square, and pipeline inner end vertical cross-section is less than pipeline outer end vertical cross-section.
7. revolve a construction method of digging stake holes clear hole device, it is characterized in that: it carries out according to the following steps: 1. settle to revolve and dig stake holes clear hole device to rotary drill rod end; 2. this is revolved and dig stake holes clear hole device and be inserted to bottom stake holes, and fix after the some circles of slow rotation; 3. input Compressed Gas to Compressed Gas pipeline, meanwhile input foaming agent; 4. start and take out pulp pump, carry out taking out slag; 5. after circulation several times, scarfing cinder completes, and extracts hole device clearly, draws off dregs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510077391.1A CN104652437B (en) | 2015-02-13 | 2015-02-13 | Revolve and dig Kong Qingkong device and a construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510077391.1A CN104652437B (en) | 2015-02-13 | 2015-02-13 | Revolve and dig Kong Qingkong device and a construction method thereof |
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| Publication Number | Publication Date |
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| CN104652437A true CN104652437A (en) | 2015-05-27 |
| CN104652437B CN104652437B (en) | 2016-05-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510077391.1A Active CN104652437B (en) | 2015-02-13 | 2015-02-13 | Revolve and dig Kong Qingkong device and a construction method thereof |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105040700A (en) * | 2015-08-13 | 2015-11-11 | 上海勘测设计研究院有限公司 | Equipment for removing sediments in small-diameter pipe pile and application method thereof |
| CN105350540A (en) * | 2015-09-24 | 2016-02-24 | 路立勋 | Pile bottom slag removal device and method during rotary drilling filling pile construction |
| CN105821881A (en) * | 2016-03-25 | 2016-08-03 | 山东大学 | Sediment removal machine for removing sediment at bottom of pile and working method thereof |
| CN106894460A (en) * | 2015-12-17 | 2017-06-27 | 五冶集团上海有限公司 | Instrument of soil and preparation method thereof in a kind of quick cleaning Spiral digging machine drilling bucket |
| CN107386999A (en) * | 2017-09-14 | 2017-11-24 | 中地君豪建筑工程有限公司 | A kind of rotary digging drilling hole reacting cycle hole cleaning device |
| CN108951634A (en) * | 2018-07-17 | 2018-12-07 | 芜湖芬特勘测服务有限公司 | A kind of building pile foundation holing with slurry wall protection sediment processing unit |
| CN109868824A (en) * | 2019-03-28 | 2019-06-11 | 广西路建工程集团有限公司 | A kind of pile foundation hole cleaning device |
| CN113309103A (en) * | 2021-06-08 | 2021-08-27 | 徐州基桩工程公司 | Hole cleaning device for building pile foundation construction |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1359030A (en) * | 1970-12-29 | 1974-07-03 | Bolt Associates Inc | Method and apparatus for driving or extracting piles |
| JPH0342118Y2 (en) * | 1985-12-19 | 1991-09-04 | ||
| CN103216202A (en) * | 2013-04-07 | 2013-07-24 | 李�杰 | Pile bottom cleaning device |
| CN204082057U (en) * | 2014-08-27 | 2015-01-07 | 中国地质大学（武汉） | Bored pile faces fills with front gaslift hole cleaning device |
| CN204530711U (en) * | 2015-02-13 | 2015-08-05 | 福建永强岩土股份有限公司 | Revolve and dig stake holes clear hole device |
-
2015
- 2015-02-13 CN CN201510077391.1A patent/CN104652437B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1359030A (en) * | 1970-12-29 | 1974-07-03 | Bolt Associates Inc | Method and apparatus for driving or extracting piles |
| JPH0342118Y2 (en) * | 1985-12-19 | 1991-09-04 | ||
| CN103216202A (en) * | 2013-04-07 | 2013-07-24 | 李�杰 | Pile bottom cleaning device |
| CN204082057U (en) * | 2014-08-27 | 2015-01-07 | 中国地质大学（武汉） | Bored pile faces fills with front gaslift hole cleaning device |
| CN204530711U (en) * | 2015-02-13 | 2015-08-05 | 福建永强岩土股份有限公司 | Revolve and dig stake holes clear hole device |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105040700B (en) * | 2015-08-13 | 2016-10-12 | 上海勘测设计研究院有限公司 | The equipment removed for the internal sediment of minor diameter pile tube and using method thereof |
| CN105040700A (en) * | 2015-08-13 | 2015-11-11 | 上海勘测设计研究院有限公司 | Equipment for removing sediments in small-diameter pipe pile and application method thereof |
| CN105350540B (en) * | 2015-09-24 | 2020-01-07 | 路立勋 | Pile bottom slag removal device and slag removal method in construction of rotary drilling cast-in-place pile |
| CN105350540A (en) * | 2015-09-24 | 2016-02-24 | 路立勋 | Pile bottom slag removal device and method during rotary drilling filling pile construction |
| CN106894460A (en) * | 2015-12-17 | 2017-06-27 | 五冶集团上海有限公司 | Instrument of soil and preparation method thereof in a kind of quick cleaning Spiral digging machine drilling bucket |
| CN105821881A (en) * | 2016-03-25 | 2016-08-03 | 山东大学 | Sediment removal machine for removing sediment at bottom of pile and working method thereof |
| CN105821881B (en) * | 2016-03-25 | 2017-09-15 | 山东大学 | The smoothing machine and its method of work cleared up for pile bottom sediment |
| CN107386999A (en) * | 2017-09-14 | 2017-11-24 | 中地君豪建筑工程有限公司 | A kind of rotary digging drilling hole reacting cycle hole cleaning device |
| CN107386999B (en) * | 2017-09-14 | 2023-12-29 | 广州君豪岩土工程有限公司 | Reverse circulation hole cleaning device for rotary drilling |
| CN108951634A (en) * | 2018-07-17 | 2018-12-07 | 芜湖芬特勘测服务有限公司 | A kind of building pile foundation holing with slurry wall protection sediment processing unit |
| CN108951634B (en) * | 2018-07-17 | 2020-11-24 | 盐城市双强管桩有限公司 | Mud dado drilling sediment processing apparatus for building pile foundation |
| CN109868824A (en) * | 2019-03-28 | 2019-06-11 | 广西路建工程集团有限公司 | A kind of pile foundation hole cleaning device |
| CN113309103A (en) * | 2021-06-08 | 2021-08-27 | 徐州基桩工程公司 | Hole cleaning device for building pile foundation construction |
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