CN2144668Y - Vibration type foundation compaction pile machine - Google Patents
Vibration type foundation compaction pile machine Download PDFInfo
- Publication number
- CN2144668Y CN2144668Y CN 92219862 CN92219862U CN2144668Y CN 2144668 Y CN2144668 Y CN 2144668Y CN 92219862 CN92219862 CN 92219862 CN 92219862 U CN92219862 U CN 92219862U CN 2144668 Y CN2144668 Y CN 2144668Y
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- 238000005056 compaction Methods 0.000 title claims abstract description 7
- 230000005540 biological transmission Effects 0.000 claims abstract description 4
- 238000012546 transfer Methods 0.000 claims description 11
- 210000004907 gland Anatomy 0.000 claims description 8
- 230000007246 mechanism Effects 0.000 claims description 2
- 230000004224 protection Effects 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims description 2
- 238000001125 extrusion Methods 0.000 claims 1
- 239000002689 soil Substances 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 5
- 239000004575 stone Substances 0.000 abstract description 2
- 239000002699 waste material Substances 0.000 abstract description 2
- 238000013461 design Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 241000282414 Homo sapiens Species 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000000916 dilatatory effect Effects 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
A vibration type foundation compaction pile machine. The machine is provided with a main machine vertical pipe and a guide frame which are reinforced and positioned by inclined bracing on a chassis; and the power head is lifted up and down along the vertical pipe and the guide frame under the action of the winch and the traction rope. The power head is composed of a motor, a pair of transmission shafts, a transmission gear and an eccentric block which are arranged in a box body. The pile pipe is shocked into the stratum by using the vibration force generated by the power head. Due to the sinking expansion effect of the pile pipe, the surrounding soft soil is compacted firmly, a cavity is formed after the pipe is pulled out, and then the cavity is filled and compacted by stones, construction waste and the like. The machine is suitable for foundation engineering of buildings with less than four floors in plain or soft soil areas.
Description
The utility model relates to Foundation Design equipment; Particularly relate to pile driving equipment.
Piling is one of important process program of Tall Building Foundation engineering.Existing pile driver has the characteristics that power is big, efficient is high, particularly to high rise building foundation engineering more than tens layers, more can demonstrate its special advantages.But this pile driver because of its complex structure, bulky, dismounting trouble, transhipment inconvenience, in addition the cost height, consume defectives such as big, if be used for four or five layers of general civilian construction, the drawback that low load with strong power is then arranged and lose more than gain; Simultaneously, the piling mode of this pile driver mainly is to drop hammer or steam hammer is a power, concrete to be given the system stake squeeze into the stratum.But in soil property soft alluvial plain or swampy area, then because of the low and inapplicable this pile driver of bearing capacity and the piling mode of ground.
The purpose of this utility model is at above-mentioned condition, a kind of simple in structure, small and light, easy disassembling is provided, transports vibration-type ground compaction pile machine easily.This stake machine is specially adapted in the soft alluvial plain of soil property or four layers of swampy area's buildings ground during with storied building handled.
Fundamental technics solution of the present utility model is, according to alluvial plain or the soft characteristics of swampy area's soil property, design a kind of easy compaction pile machine, electric energy is transformed into the mechanical energy of shaking force, and utilize the effect of shaking force, the stake pipe is squeezed in the soft soil property.Manage under the dilating effect that produces when descending in stake, soil property is outwards compacted on every side, make it behind tube drawing, form a hole, then manage in the hole of compacted formation in stake, with backfills such as stone, lime or building wastes, with a stake machine backfill is shaken solidly again, concrete is given the piling mode that the stratum is squeezed in system stake, change into the piling mode of the compacted and backfill ram-jolt of the ground that is applicable to the soft area of soil property with this.
To be respectively that the utility model is integrally-built face, overlook and lateral view accompanying drawing 1～3;
Fig. 4 is the A-A enlarged drawing of Fig. 1.
Accompanying drawing 5～6 is respectively the facing of unit head casing under the utility model, vertical view.
Accompanying drawing 7 is lateral views of the A-A of Fig. 5.
Shown in Fig. 1～3, complete machine structure of the present utility model, mainly partly form by chassis, main frame standpipe, leading truck, unit head, cable-stayed support, hoist engine and switchbox etc.Convenient for dismounting and transhipment, big parts such as chassis wherein, main frame standpipe, guiding trestle, guide pipe cable-stayed support all are the combined structures of employing split assembling.Be about to each bigger parts, resolve into plural split, then be assembled into one by bolted on connection.
Following with reference to accompanying drawing, concrete structure of the present utility model is elaborated.
1, the chassis is as the basis of complete machine displacement and location.As shown in Figure 2, Zheng Ti chassis 1 by before, during and after three the joint form.Three joints all are the welded construction of channel-section steel and angle steel, then become an integral body by bolted on connection.On the whole chassis after the connection, and having that it makes up mutually:
(1) four jiao respectively has a screw type support 2 and a universal travel wheel 3.Screw type support wherein, the support on the similar jack lift of its structure; And there is a semicircular concave surface on the surface of universal travel wheel, so that slide on the tubulose track.
(2) there is a transfer ear support 4 center of chassis front end end face, in order to take up the main frame standpipe; Respectively there is a following hollow afterburning support 5 front side, chassis of transfer ear support both sides, in each afterburning support hollow, a pulley 6 is arranged respectively; The inboard of each afterburning support respectively has a directive wheel 7 again, the center of chassis front end inboard, and with the relative position of the afterburning support in a left side, a pulley 8 and 9 are arranged respectively.
(3) end face at rear portion, chassis is equipped with the hoist engine 10 of dislocation before and after two, and in order to the lifting unit head with extract the stake pipe, respectively there is the holder 11 of a cable-stayed support both sides of rear portion, chassis end face.
2, the main frame standpipe is as the supporting and the guide effect of unit head.As shown in Figure 3, become whole main frame standpipe 12 by bolted on connection, its bottom is by a transfer ear 13 moving being contained on the transfer ear support 4 of chassis front end, and standpipe is before by the cable-stayed support location, and the ear supporter swing can rotate.With having that the main frame standpipe makes up mutually:
(1) there is a pulley frame 14 on the top of standpipe 12, and the front end of pulley frame has three head sheaves arranged side by side 15; There is a head sheave 16 rear end of pulley frame, in order to the suspention unit head;
(2) be responsible for 12 front side, connect a guide pipe support 17, respectively there is a guide pipe 18 at the two ends of support, usefulness so that unit head along its track oscilaltion.
(3) be responsible for 12 the back side, two cable-stayed supports 19 are arranged, the lower end of cable-stayed support is packed on the cable-stayed support holder 11 on the chassis; The waist of two cable-stayed supports has a reinforcement cross bar 20, and there is a dead man 21 that links with standpipe transfer ear 13 center of cross bar 20, is responsible for 12 angle of inclination in order to adjust.
3, unit head is used as the shaking force when pile sinking and jolt ramming filler are provided.As shown in Figure 3, unit head is suspended on the head sheave of riser top ends by pull rope, and between the guide pipe support 17 of standpipe front side, under the effect of pull rope, along guide pipe 18 oscilaltions.Unit head is made up of casing 41, motor 42 and damper 43, its concrete structure and as follows with its parts that make up mutually:
(1) as shown in Figure 6, the internal construction of casing 41 is by I axle 22, II axle 23, and the eccentric block 25 relative with direction of the travelling gear 24 on two axles formed a mechanism that produces shaking force.
(2) motor 42 is equipped with on the top of casing 41, and motor is by interior guard circle 26 and the 27 double protections of upright guard circle.Between electric machine main shaft and the casing I axle, by the V belt transmission.
(3) both sides of unit head, one group of damper is respectively arranged, the composition of damper is: at its positive center, front and back two bolts 28 arranged side by side are arranged, the upper end of every bolt is fastened on the arm-tie 29 by nut respectively, the bottom surface of last arm-tie 29, upward gland 30, garden post concora crush spring 31, middle gland 32, intermediate support 33, middle gland 34, garden post concora crush spring 35, following gland 36, pulley bracket plate 37, stage clip tighten nut 38 to be equipped with one from top to bottom successively.(all not shown in the drawings) from 30-38.
(4) on the last arm-tie 29 on unit head top, three pulleys arranged side by side 39 are arranged, unit head is suspended on the head sheave of standpipe upper end, and connect, in order to drive the rising of unit head with hoist engine by pull rope.Respectively there is a pulley 40 the damper lower end of unit head both sides, is connected with hoist engine by the pulley of pull rope by chassis front end, in order to drive the whereabouts of unit head.
(5) unit head is when leading truck descends, and its bottom directly contact with the stake pipe, so that under the effect of its shaking force, it is descending to make stake manage following the afterburning frame in edge.
Operation sequence when the utility model is used to construct is: the upright machine of (1) assembling; (2) stake machine location; (3) vibrations pile sinking; (4) extract the stake pipe; (5) filler ram-jolt; (6) stake machine displacement.So repeatedly, circulation is carried out, until finishing whole Foundation Designs.The density in stake hole can be decided according to the requirement of bearing capacity of foundation soil.
The utility model is simple in structure, and assembling and processing ease are easy to maintenance, safe and reliable, economical and practical.Particularly, can be convenient to arbitrarily dismounting transhipment because of the transfer of construction plant because of the structure of its split assembling.The ram-jolt stake pipe diameter 159mm of this machine, stake hole depth 4M can be used for the soft regional four layers of foundation engineering with storied building of alluvial plain or soil property for township construction construction department or small-sized professional construction troop.
Claims (4)
1, a kind of vibration-type ground compaction pile machine is made up of chassis, main frame standpipe, guide pipe, unit head, cable-stayed support, hoist engine, switchbox etc., it is characterized in that:
(1) chassis in the complete machine 1, main frame standpipe 12, guiding trestle 17, guide pipe 18 and cable-stayed support 19 all are by plural decomposer, use bolted on connection all-in-one-piece combined structure respectively;
(2) becoming on the chassis 1 of integral body with bolt combination.
1. four jiaos respectively have a spiral support 2 and universal travel wheel 3; 2. the end face in the front end center has the transfer ear support 4 of a main frame standpipe; Respectively there is a following hollow afterburning support 5 front side, chassis of transfer ear support both sides, in each afterburning support hollow, a pulley 6 is arranged respectively; The inboard of each afterburning support respectively has a directive wheel 7 again; The center of chassis front end inboard, and with the relative position of the afterburning support in a left side, a pulley 8 and 9 are arranged respectively;
3. at the end face at rear portion, the hoist engine 10 of two front and back dislocation is housed; In the both sides of rear portion end face, the holder 11 of a cable-stayed support is arranged respectively;
(3) become whole main frame standpipe 12 with bolt combination, its concrete structure is
1. the bottom is by a transfer ear 13 moving being contained on the transfer ear support 4 of chassis front end;
2. there is a pulley frame 14 on the top, and the front end of pulley frame has three head sheaves arranged side by side 15; There is a head sheave 16 rear end of pulley frame; 3. the front side connects a guide pipe support 17, and respectively there is a guide pipe 18 at the two ends of support; 4. there are two cable-stayed supports 19 at the back side, and the lower end of cable-stayed support is packed on the cable-stayed support holder 11 on the chassis; The waist of two cable-stayed supports has a reinforcement cross bar 20, and there is a driving lever 21 that links with person in charge's transfer ear 13 center of cross bar 20;
(4) unit head is suspended on the head sheave of riser top ends by pull rope, and between the guide pipe support 17 of standpipe front side.
2, according to the said vibration-type ground of claim 1 compaction pile machine, it is characterized in that said unit head is made up of casing 41, motor 42, damper 43, wherein:
(1) mechanism that produces shaking force is formed by travelling gear 24 eccentric block 25 relative with direction on I axle 22, II axle 23 and two axles in the inside of casing 41;
(2) be packed in the top of casing under the duplicate protection of motor 42 by interior guard circle 26 and upright guard circle 27; Between electric machine main shaft and the casing I axle, by the V belt transmission;
(3) respectively there is one group of damper the both sides of unit head, and respectively there is a pulley 40 bottom of two groups of dampers, and this pulley 40 connects with hoist engine through the pulley of pull rope by chassis front end;
(3) on the last arm-tie 29 on unit head top, three pulleys arranged side by side 39 are arranged;
3, according to claim 1 or 2 said vibration-type ground extrusion press, it is characterized in that the said damper that is positioned at the unit head both sides, be in its positive center, two bolts 28 that front and back are arranged side by side are arranged, the upper end of every bolt is fastened on the arm-tie 29 by nut respectively; The bottom surface of last arm-tie 29 is equipped with one from top to bottom successively, and upward gland 30, garden post concora crush spring 31, middle gland 32, intermediate support 25, middle gland 34, garden post concora crush spring 35, following gland 36, pulley bracket plate 37, stage clip tighten nut 38.
4, according to the said vibration-type ground of claim 1 compaction pile machine, it is characterized in that being positioned at the universal travel wheel 3 on four jiaos on chassis, a semicircular concave surface is arranged in its surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 92219862 CN2144668Y (en) | 1992-09-29 | 1992-09-29 | Vibration type foundation compaction pile machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 92219862 CN2144668Y (en) | 1992-09-29 | 1992-09-29 | Vibration type foundation compaction pile machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2144668Y true CN2144668Y (en) | 1993-10-27 |
Family
ID=33767020
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 92219862 Expired - Fee Related CN2144668Y (en) | 1992-09-29 | 1992-09-29 | Vibration type foundation compaction pile machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2144668Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112482376A (en) * | 2020-10-30 | 2021-03-12 | 黄克锦 | Waterborne photovoltaic pile machine convenient to position and method |
| CN112663610A (en) * | 2020-12-15 | 2021-04-16 | 大连理工大学 | Construction method of vibration stamping equipment for efficient construction of broken belt micro-piles |
-
1992
- 1992-09-29 CN CN 92219862 patent/CN2144668Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112482376A (en) * | 2020-10-30 | 2021-03-12 | 黄克锦 | Waterborne photovoltaic pile machine convenient to position and method |
| CN112663610A (en) * | 2020-12-15 | 2021-04-16 | 大连理工大学 | Construction method of vibration stamping equipment for efficient construction of broken belt micro-piles |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |