CN205188971U - Dig static pressure soon and implant device - Google Patents
Dig static pressure soon and implant device Download PDFInfo
- Publication number
- CN205188971U CN205188971U CN201520503047.XU CN201520503047U CN205188971U CN 205188971 U CN205188971 U CN 205188971U CN 201520503047 U CN201520503047 U CN 201520503047U CN 205188971 U CN205188971 U CN 205188971U
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- drilling rod
- stake cylinder
- cylinder
- derrick
- stake
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Abstract
The utility model discloses a dig static pressure soon and implant device, including base and derrick, hoisting apparatus, power device, a stake section of thick bamboo and setting the drilling rod a stake section of thick bamboo in of setting on the base, the top of derrick sets up to hoisting apparatus, and hoisting apparatus's lower extreme is connected with the drilling rod top, a stake section of thick bamboo sets up in the center of derrick department, and stake section of thick bamboo lower extreme passes the base, the lower extreme inboard of derrick is provided with the guide rail respectively, is provided with the slip case between a guide rail and the stake section of thick bamboo, the lower terminal surface of slip case is provided with lift cylinder, the slip incasement is provided with clamping cylinder. Through the exclusive design to the drill bit, can realize discharging earth in drill bit drilling, simultaneously can also be to be carried out synchronous installation by the installation thing, with traditional digging the hole and implant two process integration, the utility model discloses can and implant the object according to the different stratum geological and the general configuration of the earth's surface condition, select the device of different functions, the flexible package to make things convenient for construction operation (like the digging soon of this device, static pressure, oscillating component function, both can online combination work, also can disembark works independently, with a technology of planting of narrow and small space and profundal zone). Can satisfy the active demand that internal construction enterprises handled the hard formation pile foundation engineering construction.
Description
Technical field
The present invention relates to mechanical field, especially relate to a kind of utilization revolve dig, static pressure, vibration, speed change gear, gear wheel and clamping device complete pore-forming under the various conditions of Foundation Design or implantation or the deep layer after implanting mud jacking are vibrated.
Background technology
The advantage of steel plate (cylinder) stake in cofferdam or deep foundation pit support clearly, but under hard geological conditions or under density and larger gravel (ovum) the stone condition of particle diameter, the implantation technique of steel plate (cylinder) stake cannot be completed by traditional shake hammer at all.
At present domestic, international texture stratum for the engineering method of steel sheet pile construction and machinery more, but firm hard formation and sand and gravel stratum only have Japan a at the static-pressure pile planting machine of invention in 1975 for steel sheet pile construction engineering method and equipment.The static-pressure pile planting machine of Japan only implants operation for steel sheet pile, the implantation of, reinforcing bar shaping to larger-diameter stake holes and reinforcing bar implant after deep stratum vibrate helpless, and Spiral digging machine is also substantially helpless for the pore-forming of sand, gravel layer deeper.
Summary of the invention
The object of the invention is for the engineering method of domestic, international steel sheet pile construction and the unicity of Foundation Design mechanical function at present, devise a set of engineering method that the implantation of all stratum drilling construction and various cross sections strip metal is all suitable for and device.This device can spiral-digging pore, and plate (pipe) stake is implanted, remove, and steel cylinder is implanted, remove, and stratum reinforcing bar is implanted, and the deep layer that post jacking implanted by stratum reinforcing bar is vibrated, hoisting and hanging etc.Fast connector is adopted between the drilling rod of device and drill bit; Drilling rod, the casing of device also can Optional assembling spreadings.
To achieve these goals, the present invention adopts following technical scheme:
One is revolved and is dug static pressure implanted device, comprising: base and the drilling rod being arranged on derrick on base, lifting gear, power set, stake cylinder and being arranged in stake cylinder;
The top of described derrick is set to lifting gear, and the lower end of lifting gear is connected with drilling rod top, and for the upper and lower motion of drilling rod, power set outputting power is to drilling rod;
Described stake cylinder is arranged on the center of derrick, and stake cylinder lower end is through base;
The lower end inside of described derrick is respectively arranged with guide rail, is provided with slip case between guide rail and stake cylinder, and the lower surface of described slip case is provided with elevating ram, and described elevating ram drives slip case to move up and down under the guiding of guide rail;
Be provided with clamping cylinder in described slip case, clamping cylinder drives chuck to the clamp be arranged on outside stake cylinder or unclamps motion;
The bottom of described drilling rod is connected with tubular composite drill, an interior drilling rod is set in described composite drill, the lower end of described interior drilling rod is provided with three rotary drills, the surrounding of three rotary drills is provided with three single cones and bores, the edge of described tubular composite drill is provided with confined planes, and described single cone is drilled between confined planes and three rotary drills and rotates;
Be set to slag inlet between two single cones in lower end of described tubular composite drill bore, the upper end of tubular composite drill is provided with slag notch, and space conducting in slag notch and stake cylinder, the external surface of described stake cylinder is provided with several openings, for getting rid of dregs.
In technique scheme, described single cone drilled through bearing pin and was arranged in tubular composite drill, and the vertical direction of bearing pin and interior drilling rod is horizontally disposed with.
In technique scheme, described interior drilling rod rotates, and the resistance band untie-sell axle between interior drilling rod and bearing pin rotates, and bearing pin drives single cone to bore and moves to confined planes rotation, complete and dig revolving of earth.
In technique scheme, described interior drilling rod upwards promotes, and the resistance band untie-sell axle between interior drilling rod and bearing pin rotates, and bearing pin drives single cone to bore recovery home position, and the fixture outside stake cylinder falls, and completes and implants the static pressure of fixture.
In technique scheme, the fixture outside described stake cylinder or be cylindric or for tabular or be reinforcing bar.
Such scheme is basic scheme of the present invention, can complete revolving under complicated construction environment dig and static pressure implantation, not by the restriction of landform by this device of the program.
The present invention also provides one to revolve and digs static pressure implanted device, comprising: base, derrick, well bar, support, lifting gear, power set, stake cylinder and the drilling rod be arranged in fender pile cylinder;
Described stake cylinder is arranged on the center of derrick, and stake cylinder lower end is through base;
The inner side of described derrick is respectively arranged with guide rail, is provided with slip case between guide rail and stake cylinder, and the lower surface of described slip case is provided with elevating ram, and described elevating ram drives slip case to move up and down under the guiding of guide rail;
Be provided with clamping cylinder in described slip case, clamping cylinder drives chuck to the clamp be arranged on outside stake cylinder or unclamps motion;
The bottom of described drilling rod is connected with tubular composite drill, an interior drilling rod is set in described composite drill, the lower end of described interior drilling rod is provided with three rotary drills, the surrounding of three rotary drills is provided with three single cones and bores, the edge of described tubular composite drill is provided with confined planes, and described single cone is drilled between confined planes and three rotary drills and rotates;
Be set to slag inlet between two single cones in lower end of described tubular composite drill bore, the upper end of tubular composite drill is provided with slag notch, space conducting in slag notch and stake cylinder, and the external surface of described stake cylinder is provided with several openings, for getting rid of dregs;
Described lifting gear and power set are arranged on one end of well bar, stake cylinder and the drilling rod be arranged in stake cylinder, and described well bar is by setting around an axis in derrick upper end, the opposite side of well bar is welded with support, support connects external device (ED), and under the effect of external device (ED), well bar can around swaying.
Such scheme is the improvement in basic scheme, its function and basic scheme are consistent, but basic scheme needs to carry out could using after special equipment is installed in implementation process, particularly very inconvenient in movement and installation process, and this scheme is combined with mobile platform by equipment, the phase in a pre-installation, the present invention can also use as lifting gear, and carry out self installation by mobile platform, do not need additionally to increase equipment.
The present invention also provides one to revolve and digs static pressure implanted device, comprising: base and the drilling rod being arranged on derrick on base, lifting gear, power set, stake cylinder and being arranged in stake cylinder;
The top of described derrick is set to lifting gear, and the lower end of lifting gear is connected with drilling rod top, and for the upper and lower motion of drilling rod, power set outputting power is to drilling rod;
Described stake cylinder is arranged on the center of derrick, and stake cylinder lower end is through base;
The lower end inside of described derrick is respectively arranged with guide rail, is provided with slip case between guide rail and stake cylinder, and the lower surface of described slip case is provided with elevating ram, and described elevating ram drives slip case to move up and down under the guiding of guide rail;
Evenly be provided with the reinforcing bar of some longitudinally arrangements outside described stake cylinder, be connected with retainer ring outside reinforcing bar for fixing all reinforcing bars, retainer ring is connected with stake cylinder by bindiny mechanism; Retainer ring is connected with helical ring by relational structure, helical ring and drill bit synchronization association, and namely drill bit rotational drives helical ring rotation, the rotation of helical ring drive retainer ring;
The bottom of described drilling rod is connected with tubular composite drill, an interior drilling rod is set in described composite drill, the lower end of described interior drilling rod is provided with three rotary drills, the surrounding of three rotary drills is provided with three single cones and bores, the edge of described tubular composite drill is provided with confined planes, and described single cone is drilled between confined planes and three rotary drills and rotates;
Be set to slag inlet between two single cones in lower end of described tubular composite drill bore, the upper end of tubular composite drill is provided with slag notch, and space conducting in slag notch and stake cylinder, the external surface of described stake cylinder is provided with several openings, for getting rid of dregs.
It is a kind of special construction that reinforcing bar adopts that this programme is aimed at implant, implant with general cylinder stake, sheet pile and be differently, adopt steel bar vertical to be fixed on retainer ring, retainer ring and casing are linked together by mechanism's (combination etc. as night bolt); Spiral reinforcement is fixed on rotating ring, and rotating ring is associated together with vertical reinforcement retainer ring by mechanism's (as steel tubular article etc.), and rotating ring is associated together with drill bit by mechanism's (convex surface or concave configuration as activity) simultaneously.During bit, hoop stirrup is descending in company with drill bit, tightly binds round the outside at the outer vertical reinforcement of casing (or erecting the outside curve of muscle diameter slightly larger than combination); During static pressure, vertical applied force reinforcing bar is descending together in company with casing.Implantation work is to design attitude, and operating mechanism (as extracted latch out, spring ejects, and working hole is closed), " retainer ring " and " rotating ring " depart from and casing, associating of drill bit and stay in deep layer soil layer, and the drill bit that reverses is until drill bit taking-up.Carry out mud jacking work, after dither casing, promote steel pile casting, complete reinforcing bar and implant and concrete shaping work.
In sum, owing to have employed technique scheme, the invention has the beneficial effects as follows: the present invention according to Different Strata geology and landforms situation and can implant object, select the device of difference in functionality, flexible assembling, with convenient construction operation (as revolving of this device dig, static pressure, oscillating component function, both can online work in combination, also can disembark and work independently, plant a technique with small space and profundal zone).The active demand of domestic construction enterprises process firm hard formation pile foundation engineering can be met.In process civil engineering pile foundation mechanical technique, be in international and domestic top standard at present, break overseas enterprise to the mechanical technique in this field and price fixing, fill the domestic gaps.
Accompanying drawing explanation
Examples of the present invention will be described by way of reference to the accompanying drawings, wherein:
Fig. 1 is substructure schematic diagram of the present invention;
Fig. 2 is superstructure schematic diagram of the present invention;
Fig. 3 is A-A sectional view;
Fig. 4 is C3 partial enlarged drawing;
Fig. 5 is B-B sectional view;
Fig. 6 is C1 partial enlarged drawing;
Fig. 7 is C2 partial enlarged drawing;
Fig. 8 is another superstructure schematic diagram of the present invention;
Fig. 9 is E-E sectional view;
Figure 10 is applicable to mobile platform of the present invention.
Detailed description of the invention
As shown in Figure 1 and Figure 2, agent structure of the present invention is base 3 and the adjustable support leg 1 for base for supporting 3, is welded with derrick 9 on the base 3, and the center of derrick 9 is stake cylinder 10, is provided with drilling rod 11 in stake cylinder 10; The inner side of derrick 9 lower end is provided with guide rail 8, is provided with slip case 5 between guide rail 8 and stake cylinder 10, and the lower end of slip case 5 is provided with elevating ram 4.Slip case 5 can move up and down along guide rail 8 under the effect of lifting fuel tank 4, in this device, adopts four elevating rams 4.
As shown in Figure 3, in slip case 5, setting is relatively set with clamping cylinder 24 in the horizontal direction, and chuck 23 can be driven under the effect of clamping cylinder 24 to clamp together with left fixture 25, right fixture 27 or unclamp motion; The kind of left and right fixture according to by clamp to as if stake cylinder 10 or stake plate 26 do corresponding replacing; When clamping cylinder 24 clamps, the motion of elevating ram 4 is coordinated to drive stake cylinder 10 or sheet pile 26 to move up and down.
As shown in Figure 6, Figure 7, the top of derrick 9 is provided with lifting gear and power set, there are top rail 22 and bridge motor 21, lifting wheel 20 in the top of derrick 9; Under the drive of bridge motor and lifting wheel, wirerope 19 hangs pulley 18, suspension bracket 17, the walking beam 14 in cardon 7; Drilling rod can be made to move up and down; Suspension hook 12 in Fig. 7, the installation initial stage or at the end of be used for the lifting object such as sheet pile, stake cylinder.Be connected with drilling rod 11 by reducer 15, shaft coupling 13 by motor 16, and provide power to drilling rod 11.
As shown in Figure 4, Figure 5, drilling rod 11 is at stake cylinder 10 internal rotating, and its lower end is connected with tubular composite drill 34 (this type of drill bit is applicable to the fragmentation of lithosphere, also can select different types according to geological condition).Also there is an interior drilling rod 33 its inside of tubular composite drill 34, and its lower center is provided with three rotary drills 28, and external margin is provided with three single cones and bores 29,38; Single cone bores and can rotate around bearing pin 32; When drilling rod 11 does drilling motion downwards, working resistance makes single cone 38 rotate around bearing pin 32 until encounter confined planes 37; At this moment bore diameter is slightly larger than the diameter of stake cylinder 10 (or sheet pile rotation turns diameter); When promoting drilling rod, working resistance disappears, and single cone rotates until contact with confined planes 30 under gravity, recovers home position, as single cone in figure 28; At this moment Qi rotation turns the diameter that diameter is less than stake cylinder 10, can make that tubular composite drill 34 is upper and lower in stake cylinder 10 to move.
The dregs produced in boring procedure enters along entering cinder notch 36, and slag notch 35 moves upward under the promotion of interior drilling rod 33.Stake cylinder or stake plate are provided with several holes, and when revolving in the work of digging, earth enters in stake cylinder or stake plate under the promotion of interior drilling rod 33, just can by outside earth discharger by the hole on stake cylinder or stake plate.Like this just do not need to traditional static pressure equipment, go specially after needing work a period of time to know earth.
Figure 10 be a kind of homemade special can walked frame, dynamic station 42 on base 43; There is rotation turntable 46 in its centre, and rotation turntable leg 45 established for 46 times by panoramic table; Base 43 is provided with two translation legs 48.Support 50 ensures the steady of base 43 in working order.Turn when leg 45 stretches out Dang rotation and propped by base 43, support 50 is unsettled, and translation oil cylinder 49 action makes translation leg 48 respect thereto 43 slide; Work if Ci Shi rotation turns motor 47, then base 43 rotates; Rotation turns leg 45 and shrinks, and support 50 lands, if now translation oil cylinder 49 action makes base 43 relative translation leg 48 slide, and realizes base 43 straight-line displacement; Now turn motor 47 as Guo rotation to work, then panoramic table 46 rotates.
Upper derrick of the present invention is reequiped by Fig. 8, simultaneously by Fig. 8 in conjunction with Figure 10 application, original derrick is divided into two parts from the upper end of slip case 5 and guide rail 8, and its underpart is substantially constant, and its upper end changes over well bar 55.Well bar 55 is welded with support 53,54, well bar 55 under the effect of oil cylinder 64, can be rotated around axle 52, the flat sleeping state of final one-tenth; Convenient transport thus, well bar 55 also may realize auxiliary lifting function in addition; But the profile of most importantly this opening of well bar can facilitate the lifting of drilling rod, sheet pile, stake cylinder.
There is telescopic rod 60 on the top of another well bar 55, can move vertically under the effect of oil cylinder 61; There is bridge motor 63 end of telescopic rod 60, by wirerope 62, pulley 58, drives the power headstock 59, along well bar 55 axially-movable.This structure also can be used for caterpillar engineering machinery chassis.
In Fig. 9, well bar 55 is provided with two slide rails 66 along axis; The power headstock 59 moves up and down along these two slide rails; Symmetrical two pulleys 58, can rotate around pulley spindle 65.The cross sectional shape of certain well bar 55 also can be rectangle, other shape such as I-shaped.
The present invention is not limited to aforesaid detailed description of the invention.The present invention expands to any new feature of disclosing in this manual or any combination newly, and the step of the arbitrary new method disclosed or process or any combination newly.
Claims (7)
1. revolve and dig a static pressure implanted device, it is characterized in that comprising: base and the drilling rod being arranged on derrick on base, lifting gear, power set, stake cylinder and being arranged in stake cylinder;
The top of described derrick is set to lifting gear, and the lower end of lifting gear is connected with drilling rod top, and for the upper and lower motion of drilling rod, power set outputting power is to drilling rod;
Described stake cylinder is arranged on the center of derrick, and stake cylinder lower end is through base;
The lower end inside of described derrick is respectively arranged with guide rail, is provided with slip case between guide rail and stake cylinder, and the lower surface of described slip case is provided with elevating ram, and described elevating ram drives slip case to move up and down under the guiding of guide rail;
Be provided with clamping cylinder in described slip case, clamping cylinder drives chuck to the clamp be arranged on outside stake cylinder or unclamps motion;
The bottom of described drilling rod is connected with tubular composite drill, an interior drilling rod is set in described composite drill, the lower end of described interior drilling rod is provided with three rotary drills, the surrounding of three rotary drills is provided with three single cones and bores, the edge of described tubular composite drill is provided with confined planes, and described single cone is drilled between confined planes and three rotary drills and rotates;
Be set to slag inlet between two single cones in lower end of described tubular composite drill bore, the upper end of tubular composite drill is provided with slag notch, and space conducting in slag notch and stake cylinder, the external surface of described stake cylinder is provided with several openings, for getting rid of dregs.
2. one according to claim 1 is revolved and is dug static pressure implanted device, and it is characterized in that described single cone drilled through bearing pin and is arranged in tubular composite drill, the vertical direction of bearing pin and interior drilling rod is horizontally disposed with.
3. one according to claim 2 is revolved and is dug static pressure implanted device, it is characterized in that described interior drilling rod rotates, and the resistance band untie-sell axle between interior drilling rod and bearing pin rotates, and bearing pin drives single cone to bore and moves to confined planes rotation, complete and dig revolving of earth.
4. one according to claim 2 is revolved and is dug static pressure implanted device, it is characterized in that described interior drilling rod upwards promotes, the resistance band untie-sell axle between interior drilling rod and bearing pin rotates, and bearing pin drives single cone to bore recovery home position, fixture outside stake cylinder falls, and completes and implants the static pressure of fixture.
5. one according to claim 1 is revolved and is dug static pressure implanted device, it is characterized in that fixture outside described stake cylinder or for cylindric or for tabular or be reinforcing bar.
6. revolve and dig a static pressure implanted device, it is characterized in that comprising: base, derrick, well bar, support, lifting gear, power set, stake cylinder and the drilling rod be arranged in fender pile cylinder;
Described stake cylinder is arranged on the center of derrick, and stake cylinder lower end is through base;
The inner side of described derrick is respectively arranged with guide rail, is provided with slip case between guide rail and stake cylinder, and the lower surface of described slip case is provided with elevating ram, and described elevating ram drives slip case to move up and down under the guiding of guide rail; Be provided with clamping cylinder in described slip case, clamping cylinder drives chuck to the clamp be arranged on outside stake cylinder or unclamps motion;
The bottom of described drilling rod is connected with tubular composite drill, an interior drilling rod is set in described composite drill, the lower end of described interior drilling rod is provided with three rotary drills, the surrounding of three rotary drills is provided with three single cones and bores, the edge of described tubular composite drill is provided with confined planes, and described single cone is drilled between confined planes and three rotary drills and rotates;
Be set to slag inlet between two single cones in lower end of described tubular composite drill bore, the upper end of tubular composite drill is provided with slag notch, space conducting in slag notch and stake cylinder, and the external surface of described stake cylinder is provided with several openings, for getting rid of dregs;
Described lifting gear and power set are arranged on one end of well bar, stake cylinder and the drilling rod be arranged in stake cylinder, and described well bar is by setting around an axis in derrick upper end, the opposite side of well bar is welded with support, support connects external device (ED), and under the effect of external device (ED), well bar can around swaying.
7. revolve and dig a static pressure implanted device, it is characterized in that comprising: base and the drilling rod being arranged on derrick on base, lifting gear, power set, stake cylinder and being arranged in stake cylinder;
The top of described derrick is set to lifting gear, and the lower end of lifting gear is connected with drilling rod top, and for the upper and lower motion of drilling rod, power set outputting power is to drilling rod;
Described stake cylinder is arranged on the center of derrick, and stake cylinder lower end is through base;
The lower end inside of described derrick is respectively arranged with guide rail, is provided with slip case between guide rail and stake cylinder, and the lower surface of described slip case is provided with elevating ram, and described elevating ram drives slip case to move up and down under the guiding of guide rail;
Evenly be provided with the reinforcing bar of some longitudinally arrangements outside described stake cylinder, be connected with retainer ring outside reinforcing bar for fixing all reinforcing bars, retainer ring is connected with stake cylinder by bindiny mechanism; Retainer ring is connected with helical ring by relational structure, helical ring and drill bit synchronization association, and namely drill bit rotational drives helical ring rotation, the rotation of helical ring drive retainer ring;
The bottom of described drilling rod is connected with tubular composite drill, an interior drilling rod is set in described composite drill, the lower end of described interior drilling rod is provided with three rotary drills, the surrounding of three rotary drills is provided with three single cones and bores, the edge of described tubular composite drill is provided with confined planes, and described single cone is drilled between confined planes and three rotary drills and rotates;
Be set to slag inlet between two single cones in lower end of described tubular composite drill bore, the upper end of tubular composite drill is provided with slag notch, and space conducting in slag notch and stake cylinder, the external surface of described stake cylinder is provided with several openings, for getting rid of dregs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520503047.XU CN205188971U (en) | 2015-07-04 | 2015-07-04 | Dig static pressure soon and implant device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520503047.XU CN205188971U (en) | 2015-07-04 | 2015-07-04 | Dig static pressure soon and implant device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205188971U true CN205188971U (en) | 2016-04-27 |
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ID=55781973
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520503047.XU Expired - Fee Related CN205188971U (en) | 2015-07-04 | 2015-07-04 | Dig static pressure soon and implant device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205188971U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888536A (en) * | 2016-06-05 | 2016-08-24 | 江苏宏博机械制造有限公司 | Novel drilling device |
| CN106320329A (en) * | 2015-07-04 | 2017-01-11 | 王文龙 | Rotary drilling and static pressure embedding device |
-
2015
- 2015-07-04 CN CN201520503047.XU patent/CN205188971U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320329A (en) * | 2015-07-04 | 2017-01-11 | 王文龙 | Rotary drilling and static pressure embedding device |
| CN106320329B (en) * | 2015-07-04 | 2019-02-12 | 王文龙 | A kind of rotary digging static pressure implanted device |
| CN105888536A (en) * | 2016-06-05 | 2016-08-24 | 江苏宏博机械制造有限公司 | Novel drilling device |
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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: 20160427 Termination date: 20170704 |
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| CF01 | Termination of patent right due to non-payment of annual fee |