CN202467651U - High-speed rotating drilling machine - Google Patents
High-speed rotating drilling machine Download PDFInfo
- Publication number
- CN202467651U CN202467651U CN2012200557261U CN201220055726U CN202467651U CN 202467651 U CN202467651 U CN 202467651U CN 2012200557261 U CN2012200557261 U CN 2012200557261U CN 201220055726 U CN201220055726 U CN 201220055726U CN 202467651 U CN202467651 U CN 202467651U
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- drill bit
- bit
- drilling rod
- high speed
- speed rotary
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Abstract
The utility model provides a high-speed rotating drilling machine which comprises a crawler traveling system, a mast bracket system, a drill stem system and a drill bit system, wherein the crawler traveling system is connected with the mast bracket system through a supporting rod and a lifting jack, the mast bracket system is connected with the drill stem system and the drill bit system, and the drill stem system is in locking connection with the drill bit system; and the high-speed rotating drilling machine is characterized in that the drill bit system comprises a water pump, a power device and a drill bit, wherein the power device is arranged above the drill bit, the water pump is arranged on the power device, and a hydraulic pipe is connected to the drill bit from a hydraulic pipe drum on the mast bracket system. According to the high-speed rotating drilling machine, the equipment cost, the construction cost and the energy loss can be reduced, the construction depth is prolonged, the drilling speed is obviously improved, the hole forming quality is improved, and the high-speed rotating drilling machine is convenient to move and high in adaptability.
Description
Technical field
The utility model relates to a kind of plant equipment, particularly a kind of high speed rotary rig.
Background technology
The overwhelming majority adopts the deposited reinforced concrete pile pile foundation on the basis of buildings such as bridge, house, harbour.The deposited reinforced concrete pile pile foundation is divided into end bearing pile and friction pile; And the drilling construction of pile foundation; Main technology type has rotary drilling rig drilling construction, the construction of abrasion drill machine drill hole and punching rig drilling construction; Preceding two kinds of technologies are applicable to friction pile, and a kind of technology in back is applicable to end bearing pile, and there is following shortcoming in existing rotary drilling rig drill construction technique: 1, equipment cost is high; 2, construction cost high (brute force is revolved and dug, and comes back cutting to unload, highly energy-consuming); 3, construction depth limited (generally the darkest 65 meters); 4, hole wall irregularity (bucket is twitched up and down, due to mud does not stop to wash away to hole wall) behind the pore-forming; 5, waste material (causing reaming and then increase using concrete) because of hole wall washes away; 6, self hole clearly, be difficult to by the direct circulation bath dregs at the bottom of the hole is clean clearly, 7, noise pollution is serious.
There is following shortcoming in the existing rig construction technology of circling round: 1, speed of application is slow, is out of step with modern architecture; 2, the anti-circulating water pump work of rig of circling round; Therefore 1 ~ 4 meter suction journey must be arranged, inhale in the journey scope highly to seal request, but that the drilling rod that circles round is not stall is moving; And flowing to the outlet pipe of mud pit, the drilling rod top can't rotate thereupon; Also can't overcome the high-seal problem fully with present level, therefore, in rig when work, often be compelled interruption of work because of sealing gas leakage; 3, drilling depth is limited, and after boring reached certain depth, pump sump was because of overload quit work (because of mud strengthens the also corresponding increasing of proportion with hole depth); 4, water pump suction can not infinitely strengthen, and when water pump suction (power) is increased to a certain degree, cobble that is mingled with in the soil body of boring or slabstone can smash water pump; 5, construction environment is required height,, therefore, often be difficult to adapt to because bridge pile foundation is the design of suiting measures to local conditions.
The utility model content
The technical problem that the utility model will solve is to overcome existing technical deficiency, and a kind of reduction equipment cost, construction cost and energy loss are provided; Can prolong construction depth, significantly improve penetration rate, improve hole quality; And action is convenient, adaptable high speed rotary rig.
The utility model is achieved in that a kind of high speed rotary rig; Comprise endless track installation, mast mounting system, drilling rod system and bit system; Said endless track installation is connected the mast mounting system through support bar with jack, mast mounting system jointed rod system and bit system, and the drilling rod system lock connects bit system; It is characterized in that: said bit system comprises water pump, power set and drill bit; Power set are installed in the top of drill bit, and water pump is installed on the power set, and hydraulic tube is connected to drill bit from the hydraulic tube reel on the mast mounting system.
Said bit system also comprises a breaker, and breaker is located at bit central, and the conduit under fluid pressure of breaker inserts in the water service pipe of drilling rod system.
Said mast mounting system bottom is equipped with jack, and an i iron is withstood in the bottom of jack.
The drilling rod of said drilling rod system is linked together through screw thread or flange by some isometric hollow steel pipes.
Said water pump is a hydraulic pump, and it is made up of hydraulic motor and impeller pump.
Said power set are made up of hydraulic motor and reduction box.
The advantage of the utility model is: whole workflow is the work of the anti-circulation rotary drilling of high speed; What adopt all is skilful power; Scientific and effective, the horsepower of endless track installation can be littler by 40% than Spiral digging machine, and the comparable Spiral digging machine of mast height (length) is short; Reduce equipment cost, construction cost and energy loss greatly, prolong construction depth simultaneously; Water pump changes to hydraulic pump and is installed on the drill bit, underwater operation, and changing the suction journey is lift, and water circulation efficient is significantly improved, penetration rate significantly improves; Bit central is established breaker, and cobble in the soil layer, little rock ballast, slabstone stop up circulating water pipeline when having solved construction, and the danger of also having avoided smashing water pump reduces fault rate; The pore-forming hole wall is avoided current scour, improves hole quality, makes at the bottom of the hole totally, and hole wall is regular, and economical with materials reduces noise significantly, and action is convenient, and compliance is strong.
Description of drawings
Combine embodiment that the utility model is further described with reference to the accompanying drawings.
Fig. 1 is the overall structure sketch map of the high speed rotary rig of the utility model.
The specific embodiment
See also Fig. 1; It is the overall structure sketch map of the high speed rotary rig of the utility model; A kind of high speed rotary rig comprises endless track installation 1, mast mounting system 2, drilling rod system 3 and bit system 4, and said endless track installation 1 is through support bar 11 and jack 12 connection mast mounting systems 2; The lifting of mast mounting system 2 control drilling rod systems 3 and bit system 4,3 lockings of drilling rod system connect bit system 4.
Endless track installation 1 adopts the hydraulic pressure fuel feeding, and power is big, and walking is convenient, and main effect is power source, support and the walking as rig; Mast mounting system 2 is used for lifting and control the hoisting operation of drilling rod, drill bit, conduit under fluid pressure reel 21 is installed on the mast mounting system 2 is used to connect drill bit, hydraulic winch is installed so that drilling rod to be installed; Be used for hanging drilling rod, drill bit creeps into or tear brill open, mounting and fixing bracket pins drilling rod, plays fixing and guide effect; Drilling rod is only slided up and down do not rotate, jack 5 is installed in mast mounting system 2 bottoms, horizontal on the ground i iron 6; Jack 5 withstands i iron 6; Make mast more stable, do not vacillate, guarantee that a hole hole wall is vertical, smooth-going to guarantee rig when work rig; The hollow drill of drilling rod system 3 is linked together through screw thread or flange by some isometric hollow steel pipes; Drilling rod system 3 connects locking bit system 4; It is the support of drill bit rotary operation; Also be the support that the drill bit pressurization is crept into or promoted, hollow drill is again the ventilating water pipe of the anti-cycle operation of mud both as the fixed support of drill bit; Bit system 4 comprises water pump 41, power set 42, drill bit 43 and breaker 44; It adopts hydraulic-driven; Power set 42 are installed in the top of drill bit 43; Water pump 41 is installed on the power set 42, and breaker 44 is located at drill bit 43 centers, and the conduit under fluid pressure of breaker 44 inserts in the water service pipe of drilling rod system 3.
The water pump 41 of bit system 4 is a hydraulic pump; Form by hydraulic motor 411 and impeller pump 412; Carry out the anti-cycle operation of mud, the anti-cycle operation of mud makes mud even, and having has certain weight proportion with the protection borehole wall; The water level of mud pit and the water level of boring are consistent, simultaneously are transported to ground (in the mud pit) to boring mud at the bottom of the hole and come up; Power set 42 are made up of hydraulic motor 421 and reduction box 422, are used for driving drill bit 43 rotations and creep into operation; The conduit under fluid pressure of breaker 44 inserts in water service pipe, when cobble, little rock ballast, slabstone particle diameter are greater than 10 centimetres in the soil layer, starts breaker 44 with its fragmentation, effectively prevents plugging and smashes water pump.
The operating principle of the utility model high speed rotary rig is: preparation at first, bury casing underground according to the survey mark position, and excavation mud pit and retaining make water retention capacity and the volume equivalent of being holed; Rig is in place, and drill bit, drilling rod are installed then, starts water pump and carries out cycle operation, starts drill bit; Hydraulic winch loosens wire rope, and drilling rod, drill bit begin to creep into, and stacks starts breaker when soil layer runs into cobble, rock ballast or slabstone again; Creep into again,, close the drill bit power set behind the whole hole and switch off the pump again, promote drilling rod at last until whole hole; Merogenesis is torn drilling rod open, and rig withdraws from, and carries out next process, mounting reinforcing steel bars cage, conduit, concrete perfusion.
Claims (6)
1. high speed rotary rig; Comprise endless track installation, mast mounting system, drilling rod system and bit system; Said endless track installation is connected the mast mounting system through support bar with jack, mast mounting system jointed rod system and bit system, and the drilling rod system lock connects bit system; It is characterized in that: said bit system comprises water pump, power set and drill bit; Power set are installed in the top of drill bit, and water pump is installed on the power set, and hydraulic tube is connected to drill bit from the hydraulic tube reel on the mast mounting system.
2. according to the described high speed rotary rig of claim 1, it is characterized in that: said bit system also comprises a breaker, and breaker is located at bit central, and the conduit under fluid pressure of breaker inserts in the water service pipe of drilling rod system.
3. according to the described high speed rotary rig of claim 1, it is characterized in that: said mast mounting system bottom is equipped with jack, and an i iron is withstood in the bottom of jack.
4. according to the described high speed rotary rig of claim 1, it is characterized in that: the drilling rod of said drilling rod system is linked together through screw thread or flange by some isometric hollow steel pipes.
5. according to the described high speed rotary rig of claim 1, it is characterized in that: said water pump is a hydraulic pump, and it is made up of hydraulic motor and impeller pump.
6. according to the described high speed rotary rig of claim 1, it is characterized in that: said power set are made up of hydraulic motor and reduction box.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012200557261U CN202467651U (en) | 2012-02-21 | 2012-02-21 | High-speed rotating drilling machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012200557261U CN202467651U (en) | 2012-02-21 | 2012-02-21 | High-speed rotating drilling machine |
Publications (1)
Publication Number | Publication Date |
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CN202467651U true CN202467651U (en) | 2012-10-03 |
Family
ID=46915817
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2012200557261U Expired - Fee Related CN202467651U (en) | 2012-02-21 | 2012-02-21 | High-speed rotating drilling machine |
Country Status (1)
Country | Link |
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CN (1) | CN202467651U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107246011A (en) * | 2017-08-07 | 2017-10-13 | 张家港市兴鸿达基础有限公司 | A kind of multifunctional spiral piling machine |
CN110130823A (en) * | 2019-03-27 | 2019-08-16 | 浙江卓元建设有限公司 | A kind of punch device and pile base construction method for pile foundation construction |
CN110984881A (en) * | 2019-12-18 | 2020-04-10 | 上海中联重科桩工机械有限公司 | Drilling rig equipment and method for hoisting and lowering reinforcement cage |
CN112324322A (en) * | 2020-09-17 | 2021-02-05 | 广州市市政工程试验检测有限公司 | Rock-soil drilling device, follow-drilling pipe pile and rock-soil drilling method |
-
2012
- 2012-02-21 CN CN2012200557261U patent/CN202467651U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107246011A (en) * | 2017-08-07 | 2017-10-13 | 张家港市兴鸿达基础有限公司 | A kind of multifunctional spiral piling machine |
CN110130823A (en) * | 2019-03-27 | 2019-08-16 | 浙江卓元建设有限公司 | A kind of punch device and pile base construction method for pile foundation construction |
CN110984881A (en) * | 2019-12-18 | 2020-04-10 | 上海中联重科桩工机械有限公司 | Drilling rig equipment and method for hoisting and lowering reinforcement cage |
CN110984881B (en) * | 2019-12-18 | 2021-07-13 | 上海中联重科桩工机械有限公司 | Drilling rig equipment and method for hoisting and lowering reinforcement cage |
CN112324322A (en) * | 2020-09-17 | 2021-02-05 | 广州市市政工程试验检测有限公司 | Rock-soil drilling device, follow-drilling pipe pile and rock-soil drilling method |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121003 Termination date: 20150221 |
|
EXPY | Termination of patent right or utility model |