CN111980586A - Hydraulic hole expanding circulating drilling machine and hole expanding pile construction method thereof - Google Patents
Hydraulic hole expanding circulating drilling machine and hole expanding pile construction method thereof Download PDFInfo
- Publication number
- CN111980586A CN111980586A CN202010733386.2A CN202010733386A CN111980586A CN 111980586 A CN111980586 A CN 111980586A CN 202010733386 A CN202010733386 A CN 202010733386A CN 111980586 A CN111980586 A CN 111980586A
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- reaming
- hydraulic
- drilling machine
- drill rod
- drill
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- 238000005553 drilling Methods 0.000 title claims abstract description 63
- 238000010276 construction Methods 0.000 title claims abstract description 41
- 238000004140 cleaning Methods 0.000 claims abstract description 9
- 239000002002 slurry Substances 0.000 claims abstract description 6
- 238000005259 measurement Methods 0.000 claims description 6
- 239000011083 cement mortar Substances 0.000 claims description 3
- 238000005507 spraying Methods 0.000 claims description 3
- 239000002344 surface layer Substances 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 3
- 239000013049 sediment Substances 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 9
- 238000000034 method Methods 0.000 description 5
- 238000003825 pressing Methods 0.000 description 2
- 230000002457 bidirectional effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/28—Enlarging drilled holes, e.g. by counterboring
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses a hydraulic reaming circulation drilling machine and a reaming pile construction method thereof, wherein the hydraulic reaming circulation drilling machine comprises a fixing frame, a cross beam, a power device, a drill rod, a connector, a drill bit, a lantern ring, an expansion rod, a hydraulic device and a drilling tooth, the drill rod can be lengthened by connecting flange plates, the lower end of the drill rod is of a square structure, the drill rod on a line on which the lantern ring slides is positioned, the shape of the inner side of the lantern ring is the same as that of the lower end of the drill rod, and the hydraulic reaming circulation drilling machine has the beneficial effects: the hydraulic reaming circulation drilling machine and the reaming pile construction method thereof have the advantages that the reaming effect is stable and reliable, the efficiency is high, the slurry circulation hole cleaning can be carried out during reaming, no sediment is generated in the enlarged cavity, the reaming quality is good, and the hydraulic reaming circulation drilling machine and the reaming pile construction method are suitable for popularization and use.
Description
Technical Field
The invention relates to the field of reaming pile construction, in particular to a hydraulic reaming circulation drilling machine and a reaming pile construction method thereof.
Background
Along with the development of modern construction in China, high-rise and super high-rise buildings in engineering construction are more and more, and the requirements on the bearing capacity and the construction technology of a pile foundation are higher and higher. The single pile bearing capacity can be greatly improved by implementing reaming construction on the pile foundation, and the construction cost is saved, so that various pile foundation reaming technologies and corresponding equipment appear in the field of pile foundation construction. The existing pile foundation reaming technology can be divided into tamping and expanding, exploding and expanding, manual hole digging and bottom expanding, hole expanding drill bit bottom expanding and the like according to the reaming principle. In these bottom expanding methods, the reaming method of the reamer bit has a wider application range than other reaming methods, and the reaming quality is better and more advanced, and accordingly, the reamer bit has the following three methods: squeezing and expanding, drilling and expanding, and rotary drilling and expanding (hydraulic).
In the squeezing and expanding technology, after conventional drilling is finished, squeezing and expanding equipment is put in, a squeezing and expanding arm is opened by a hydraulic cylinder to form an expanding branch in a hole, if a disc is to be formed, the squeezing and expanding arm needs to be retracted after primary squeezing and expanding, the squeezing and expanding arm rotates a certain angle and then squeezing and expanding are carried out, and a disc-shaped expanding cavity is formed after the steps are carried out for many times. The squeezing and expanding mode is from the beginning of double-arm unidirectional squeezing and expanding to the three-branch bidirectional squeezing and expanding cast-in-place pile in recent years. The drilling and reaming technology is improved on a drill bit of a conventional positive and negative circulation rotary drilling machine, so that the drilling and reaming machine has a reaming function. The existing reaming bit in the drilling and expanding technology is in a mechanical opening mode, and the common opening mode comprises a hole bottom pressing opening mode and a reverse opening mode. The bottom hole pressing method is that after the hole expanding drill bit is pressed to the bottom hole from the lower part, the hole expanding drill bit is pressed to open the hole by the self weight and the upper part of the drilling tool, and hole expansion is carried out at the bottom hole. The reverse rotation opening mode is that the blades of the reamer bit are folded in when the reamer bit rotates forwards, and the blades are opened in a mechanical mode when the reamer bit rotates reversely, so that the reamer bit can be reamed at the specified hole depth. The typical rotary drilling and reaming technology is an AM (amplitude modulation) construction method (rotary drilling and bottom-enlarging bored concrete pile), which is generated in Japan, and after the conventional straight hole is drilled, the rotary drilling machine provided with the reaming bit is adopted, and the rotary drilling and reaming are realized by opening the reaming bit while rotating at the specified hole depth in a hydraulic control mode. The above-mentioned various reaming techniques have certain drawbacks in reaming capability, stability and reliability of reaming, and construction efficiency, respectively.
Disclosure of Invention
The invention aims to provide a hydraulic reaming circulation drilling machine and a reaming pile construction method thereof, which aim to solve the problems in the background technology.
The purpose of the invention is realized by the following technical scheme: a hydraulic reaming circulation drilling machine comprises a fixed frame, a cross beam, a power device, a drill rod, a connector, a drill bit, a lantern ring, an expansion rod, a hydraulic device and drilling teeth, wherein the cross beam is fixedly arranged at the upper end of the fixed frame; a power device is fixedly arranged in the center of the cross beam; a drill rod is arranged in the power device; the lower end of the drill rod is fixedly provided with a connector; a drill bit is fixedly arranged at the lower end of the connector; the lantern ring is sleeved on the drill rod; the upper end of the expansion rod is movably arranged on the side edge of the lower end of the sleeve ring through a bolt, and the lower end of the expansion rod is movably arranged on the side edge of the upper end of the connector through a bolt; the middle position of the expansion rod is provided with a movable connecting buckle, and the outer side end of the lower section of the expansion rod is provided with a plurality of drilling teeth; one end of the hydraulic device is fixedly arranged on the drill rod, and the other end of the hydraulic device is fixedly arranged at the central position of the expansion rod.
A construction method of a reaming pile comprises the following steps:
(1) the first step is as follows: measuring and positioning, namely performing related measurement and positioning on a construction area according to a drawing by adopting professional equipment to determine the specific position of a hole site;
(2) the second step is that: a construction road is defined, and a road convenient for construction is defined in the construction area after the measurement and the positioning in the step (1);
(3) the third step: cleaning the surface layer, namely cleaning the surface of the drilling construction area after the construction road is defined in the step (2);
(4) the fourth step: installing a drilling machine, namely installing the drilling machine on a hole position needing to be drilled after the ground surface is cleaned in the step (3);
(5) the fifth step: drilling and reaming, namely drilling through a hydraulic reaming circulating drilling machine, expanding an expansion rod through a hydraulic device on the hydraulic reaming circulating drilling machine when drilling into the bottom, forming a pile foundation head at the bottom when rotating again, and then spraying slurry into the hole;
(6) and a sixth step: grouting, withdrawing the expansion rod after the guniting is finished, screwing out the drill rod, and pouring cement mortar into the drill hole.
In a preferred embodiment of the invention, the drill rods are lengthened by connecting the flanges to each other.
In a preferred embodiment of the invention, the lower end of the drill rod, which is located on the line on which the collar slides, is of a square configuration.
In a preferred embodiment of the invention, the inside shape of the collar is the same as the shape of the lower end of the drill rod.
The invention has the beneficial effects that: the hydraulic reaming circulation drilling machine and the reaming pile construction method thereof have the advantages that the reaming effect is stable and reliable, the efficiency is high, the slurry circulation hole cleaning can be carried out during reaming, no sediment is generated in the enlarged cavity, the reaming quality is good, and the hydraulic reaming circulation drilling machine and the reaming pile construction method are suitable for popularization and use.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
wherein: 1-fixing frame, 2-beam, 3-power device, 4-drill rod, 5-connector, 6-drill bit, 7-lantern ring, 8-expanding rod, 9-hydraulic device and 10-drilling tooth.
Detailed Description
The following further description is provided in conjunction with the detailed description, but the detailed description below should not be construed as limiting the invention. Various modifications and variations obvious to those skilled in the art, which can be made on the basis of the present invention, should be within the scope of the present invention.
As shown in fig. 1, an embodiment of the present invention includes:
a hydraulic reaming circulation drilling machine comprises a fixed frame, a cross beam, a power device, a drill rod, a connector, a drill bit, a lantern ring, an expansion rod, a hydraulic device and drilling teeth, wherein the cross beam is fixedly arranged at the upper end of the fixed frame; a power device is fixedly arranged in the center of the cross beam; a drill rod is arranged in the power device; the lower end of the drill rod is fixedly provided with a connector; a drill bit is fixedly arranged at the lower end of the connector; the lantern ring is sleeved on the drill rod; the upper end of the expansion rod is movably arranged on the side edge of the lower end of the sleeve ring through a bolt, and the lower end of the expansion rod is movably arranged on the side edge of the upper end of the connector through a bolt; the middle position of the expansion rod is provided with a movable connecting buckle, and the outer side end of the lower section of the expansion rod is provided with a plurality of drilling teeth; one end of the hydraulic device is fixedly arranged on the drill rod, and the other end of the hydraulic device is fixedly arranged at the central position of the expansion rod.
A construction method of a reaming pile comprises the following steps:
(1) the first step is as follows: measuring and positioning, namely performing related measurement and positioning on a construction area according to a drawing by adopting professional equipment to determine the specific position of a hole site;
(2) the second step is that: a construction road is defined, and a road convenient for construction is defined in the construction area after the measurement and the positioning in the step (1);
(3) the third step: cleaning the surface layer, namely cleaning the surface of the drilling construction area after the construction road is defined in the step (2);
(4) the fourth step: installing a drilling machine, namely installing the drilling machine on a hole position needing to be drilled after the ground surface is cleaned in the step (3);
(5) the fifth step: drilling and reaming, namely drilling through a hydraulic reaming circulating drilling machine, expanding an expansion rod through a hydraulic device on the hydraulic reaming circulating drilling machine when drilling into the bottom, forming a pile foundation head at the bottom when rotating again, and then spraying slurry into the hole;
(6) and a sixth step: grouting, withdrawing the expansion rod after the guniting is finished, screwing out the drill rod, and pouring cement mortar into the drill hole.
It is worth mentioning that the drill rods can be lengthened by connecting the flange plates, the lower ends of the drill rods are of square structures, the drill rods are positioned on a line on which the lantern rings slide, and the shapes of the inner sides of the lantern rings are the same as the shapes of the lower ends of the drill rods.
The invention has the beneficial effects that: the hydraulic reaming circulation drilling machine and the reaming pile construction method thereof have the advantages that the reaming effect is stable and reliable, the efficiency is high, the slurry circulation hole cleaning can be carried out during reaming, no sediment is generated in the enlarged cavity, the reaming quality is good, and the hydraulic reaming circulation drilling machine and the reaming pile construction method are suitable for popularization and use.
The above description is only a preferred embodiment of the application and is illustrative of the principles of the technology employed. It will be appreciated by a person skilled in the art that the scope of the invention as referred to in the present application is not limited to the embodiments with a specific combination of the above-mentioned features, but also covers other embodiments with any combination of the above-mentioned features or their equivalents without departing from the inventive concept. For example, the above features may be replaced with (but not limited to) features having similar functions disclosed in the present application.
Claims (5)
1. A hydraulic reaming circulation drilling machine comprises a fixed frame, a cross beam, a power device, a drill rod, a connector, a drill bit, a lantern ring, an expansion rod, a hydraulic device and drilling teeth, and is characterized in that the cross beam is fixedly arranged at the upper end of the fixed frame; a power device is fixedly arranged in the center of the cross beam; a drill rod is arranged in the power device; the lower end of the drill rod is fixedly provided with a connector; a drill bit is fixedly arranged at the lower end of the connector; the lantern ring is sleeved on the drill rod; the upper end of the expansion rod is movably arranged on the side edge of the lower end of the sleeve ring through a bolt, and the lower end of the expansion rod is movably arranged on the side edge of the upper end of the connector through a bolt; the middle position of the expansion rod is provided with a movable connecting buckle, and the outer side end of the lower section of the expansion rod is provided with a plurality of drilling teeth; one end of the hydraulic device is fixedly arranged on the drill rod, and the other end of the hydraulic device is fixedly arranged at the central position of the expansion rod.
2. A construction method of a reaming pile is characterized by comprising the following steps:
(1) the first step is as follows: measuring and positioning, namely performing related measurement and positioning on a construction area according to a drawing by adopting professional equipment to determine the specific position of a hole site;
(2) the second step is that: a construction road is defined, and a road convenient for construction is defined in the construction area after the measurement and the positioning in the step (1);
(3) the third step: cleaning the surface layer, namely cleaning the surface of the drilling construction area after the construction road is defined in the step (2);
(4) the fourth step: installing a drilling machine, namely installing the drilling machine on a hole position needing to be drilled after the ground surface is cleaned in the step (3);
(5) the fifth step: drilling and reaming, namely drilling through a hydraulic reaming circulating drilling machine, expanding an expansion rod through a hydraulic device on the hydraulic reaming circulating drilling machine when drilling into the bottom, forming a pile foundation head at the bottom when rotating again, and then spraying slurry into the hole;
(6) and a sixth step: grouting, withdrawing the expansion rod after the guniting is finished, screwing out the drill rod, and pouring cement mortar into the drill hole.
3. A hydraulic reaming cycle drilling machine according to claim 1, characterized in that: the drill rods can be lengthened by connecting the flange plates with each other.
4. A hydraulic reaming cycle drilling machine according to claim 1, characterized in that: the lower end of the drill rod is of a square structure, and the drill rod is positioned on a line on which the lantern ring slides.
5. A hydraulic reaming cycle drilling machine according to claim 1, characterized in that: the inner side shape of the lantern ring is the same as the shape of the lower end of the drill rod.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202010733386.2A CN111980586A (en) | 2020-07-27 | 2020-07-27 | Hydraulic hole expanding circulating drilling machine and hole expanding pile construction method thereof |
Applications Claiming Priority (1)
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CN202010733386.2A CN111980586A (en) | 2020-07-27 | 2020-07-27 | Hydraulic hole expanding circulating drilling machine and hole expanding pile construction method thereof |
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CN111980586A true CN111980586A (en) | 2020-11-24 |
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CN202010733386.2A Pending CN111980586A (en) | 2020-07-27 | 2020-07-27 | Hydraulic hole expanding circulating drilling machine and hole expanding pile construction method thereof |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113431488A (en) * | 2021-08-09 | 2021-09-24 | 中地君豪高科股份有限公司 | Equipment for constructing square hole in hard stratum |
CN114575750A (en) * | 2022-03-11 | 2022-06-03 | 程玉雷 | Reaming bit and reaming assembly |
-
2020
- 2020-07-27 CN CN202010733386.2A patent/CN111980586A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113431488A (en) * | 2021-08-09 | 2021-09-24 | 中地君豪高科股份有限公司 | Equipment for constructing square hole in hard stratum |
CN113431488B (en) * | 2021-08-09 | 2024-05-10 | 广州君豪岩土工程有限公司 | Equipment for constructing square holes in hard stratum |
CN114575750A (en) * | 2022-03-11 | 2022-06-03 | 程玉雷 | Reaming bit and reaming assembly |
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Application publication date: 20201124 |