CN207032352U - Manual digging pile construction equipment - Google Patents
Manual digging pile construction equipment Download PDFInfo
- Publication number
- CN207032352U CN207032352U CN201720995000.9U CN201720995000U CN207032352U CN 207032352 U CN207032352 U CN 207032352U CN 201720995000 U CN201720995000 U CN 201720995000U CN 207032352 U CN207032352 U CN 207032352U
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- CN
- China
- Prior art keywords
- lifter plate
- stake holes
- construction equipment
- pile construction
- digging pile
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
The utility model discloses a kind of manual digging pile construction equipment, is included in the lifter plate of stake holes short transverse movement, the drive device of driving lifter plate lifting and the drainage arrangement on lifter plate；The drainage arrangement includes the water pump being located on lifter plate, the suction hose and outlet pipe that are connected with water pump, and the outlet pipe and stake holes ft connection, the suction hose extend to stake holes bottom；Also include located at fixed mechanism of the stake holes side wall for fixing outlet pipe and cable, short transverse distribution of the fixed mechanism along stake holes.Every a segment distance, outlet pipe and cable are all fixed by fixed mechanism, and after avoiding lifter plate from moving, cable and suction hose rock.
Description
Technical field
Pile foundation construction apparatus field is the utility model is related to, more particularly to a kind of manual digging pile construction equipment.
Background technology
Artificial digging pile, engineering noun, be it is a kind of cut the earth using manpower, the reinforced concrete pile of cast-in-site.Excavated by manual work
It is less that hole stake is generally used for carrying floor, and the superstructure that pressure is larger.
As shown in figure 1, the form of construction work of artificial digging pile is, downward borehole, it is a section with one meter, often more than ground
Downwards after the section of processing one, plan analysis is installed, plan analysis is poured by concrete, forms concrete guard wall.
During excavation pile construction, underground water is most common problem in the construction of deep base, the water in water-bearing layer in digging process,
The Static Water of surrounding can be filled with stake holes, cause stake holes bottom that ponding occurs, the settling mode of prior art is, in stake holes bottom
The water pump that water pipe is communicated to outside stake holes is provided with, the ponding of stake holes bottom is extracted out stake holes bottom, ensures normal use.
But water pump is powered by cable, and pass through water pipe and ft connection；During constantly lower digging, cable and water
Length of the pipe in stake holes is long, while cable and water pipe do not have fixed position in stake holes, therefore cable and water pipe easily exist
Shaken in stake holes, cause construction risk.
Utility model content
The purpose of this utility model is to provide a kind of manual digging pile construction equipment for limiting cable and water pipe and shaking.
Above-mentioned technical purpose of the present utility model technical scheme is that：A kind of artificial digging pile is applied
Construction equipment, it is included in the lifter plate of stake holes short transverse movement, the drive device of driving lifter plate lifting and on lifter plate
Drainage arrangement；The drainage arrangement includes the water pump being located on lifter plate, the suction hose and outlet pipe that are connected with water pump, described
Outlet pipe and stake holes ft connection, the suction hose extend to stake holes bottom；Also include being used to fix water outlet located at stake holes side wall
The fixed mechanism of pipe and cable, short transverse distribution of the fixed mechanism along stake holes.
By using above-mentioned technical proposal, the ponding in stake holes is suctioned out by suction hose by water pump, and subsequent water pump is by ponding
By outlet pipe, the position away from stake holes is pumped to, serves the effect for reducing stake holes bottom ponding；Outlet pipe and cable simultaneously
Fixed by the fixed mechanism for being arranged on stake holes madial wall, short transverse distribution of the fixed mechanism along stake holes, and then every one section
Distance, outlet pipe and cable are all fixed by fixed mechanism, and after avoiding lifter plate from moving, cable and suction hose rock.
Preferably, the side walls collapse of the lifter plate forms avoid holes, the madial wall of the avoid holes and stake holes is formed
The cavity passed through for suction hose.
It is the space constructed for constructor below lifter plate, suction hose is by keeping away by using above-mentioned technical proposal
Hole is allowed close to the bottom of stake holes, avoid holes make to be connected to suction hose above lifter plate by the way that suction hose enters lifter plate thereafter
Bottom, absorb the ponding of stake holes bottom；During lifter plate lifts, play a part of squirrel-tail section.
Preferably, the drive device include be arranged on outside stake holes fixed pedestal, be rotationally connected with fixed pedestal
The wireline reel of side, the first flexible connecting member for being connected to wireline reel and lifter plate, by rotating wireline reel, make the first flexible connection
Part winds and unreeled on wireline reel, and then drives lifter plate raising and lowering.
By using above-mentioned technical proposal, wireline reel can manually or motor transmission belt moves wireline reel and rotated, and then will
First flexible connecting member is unreeled or wound, and realizes the raising and lowering of lifter plate, and workmen can also be dropped to by lifter plate
Stake holes bottom.
Preferably, being arranged with rotation pipe on the wireline reel, the second flexible connecting member, institute are connected with the rotation pipe
The other end for stating the second flexible connecting member is connected with hanging basket, and the opening passed through for hanging basket is provided with the lifter plate.
By using above-mentioned technical proposal, during borehole, the soil after excavating is left in stake holes bottom, rotates pipe
Rotate and the second flexible connecting member can be wound and be unreeled, realize movement of the hanging basket in stake holes short transverse；Soil after excavation can
Moved, and be moved out of outside stake holes to outside stake holes by opening；Constructor can also be entered or left under lifter plate by opening simultaneously
Side.
Preferably, the position restrainer for preventing lifter plate from being rotated in lifting process is provided between the lifter plate and stake holes
Structure.
By using above-mentioned technical proposal, avoid lifter plate from rotating, avoid draining from being affected.
Preferably, the position-limit mechanism includes stroke groove and stroke block, the stroke groove is located at stake holes inwall and along stake
Hole length direction extends, and the stroke block coordinates located at lifter plate side wall and with stroke groove.
By using above-mentioned technical proposal, when the rotation in lifter plate occurred level direction, the rotation of lifter plate is by stroke
Block and the lattice of stroke groove gear institute are spacing, make lifter plate that the movement of short transverse can only occur, lifter plate will not be in lifting process
Rotate.
Preferably, the stroke groove caves inward to form caulking groove.
By using above-mentioned technical proposal, if the drive device of top goes wrong, user can by caulking groove to
Upper climbing, leaves stake holes.
Preferably, the bottom of the lifter plate is provided with low-pressure lamp.
By using above-mentioned technical proposal, the effect of illumination is served below lifter plate, convenient construction person is constructed.
Preferably, the pod apertures for air flow are provided with the lifter plate.
By using above-mentioned technical proposal, air realizes the air circulation above and below lifter plate by pod apertures, avoids lifting
Plate lower air does not circulate, the problem of avoiding constructor from suffocating.
Preferably, the fixed mechanism includes the fixing hole located at stake holes side wall, is detachably connected on fixing hole
Fixed block, the C-shaped ring being embedded on fixed block for cable and outlet pipe.
By using above-mentioned technical proposal, after a section concrete retaining wall process finishing, fixed block is inserted in fixing hole,
Cable and outlet pipe can be embedded in C-shaped ring, and C-shaped ring serves fixed effect to cable and outlet pipe.
In summary, the utility model has the advantages that：Ponding in stake holes is suctioned out by suction hose by water pump,
Ponding by outlet pipe, is pumped to the position away from stake holes, serves the effect for reducing stake holes bottom ponding by subsequent water pump；Together
When outlet pipe and cable fixed by being arranged on the fixed mechanism of stake holes madial wall, short transverse of the fixed mechanism along stake holes point
Cloth, and then all fixed every a segment distance, outlet pipe and cable by fixed mechanism, after avoiding lifter plate from moving, cable and water suction
Pipe rocks.
Brief description of the drawings
Fig. 1 is the accompanying drawing of background technology；
Fig. 2 is the structural representation outside the stake holes of embodiment；
Fig. 3 is the sectional view of the stake holes side wall of embodiment；
Fig. 4 is the enlarged diagrams of A portions shown in Fig. 3, for embodying the matching relationship of wireline reel and bearing；
Fig. 5 is the enlarged diagrams of B portions shown in Fig. 3, for embodying the position of avoid holes；
Fig. 6 is the enlarged diagrams of C portions shown in Fig. 3, for embodying the structure of fixed mechanism；
Fig. 7 is the structural representation of the C-shaped ring of embodiment；
Fig. 8 is the schematic diagram that embodiment is used to embody lifter plate and the first flexible connecting member.
In figure, 1, lifter plate；11st, low-pressure lamp；12nd, pod apertures；13rd, airway tube；14th, air supply plant；2nd, drainage arrangement；
21st, water pump；22nd, suction hose；23rd, outlet pipe；231st, cable；3rd, fixed mechanism；31st, fixing hole；32nd, fixed block；33rd, C-shaped ring；
34th, bearing；35th, handwheel；4th, avoid holes；41st, cavity；5th, drive device；51st, fixed pedestal；52nd, wireline reel；53rd, first is flexible
Connector；54th, pipe is rotated；55th, the second flexible connecting member；56th, hanging basket；57th, it is open；581st, the first lock hole；582nd, the second lock
Determine hole；583rd, latch；62nd, stroke block；63rd, stroke groove；64th, caulking groove；71st, stake holes；72nd, concrete guard wall.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Embodiment：
As shown in figure 1, a kind of construction method of artificial digging pile, excavates downwards form stake holes 71 first, dig on the ground
The depth in hole is 1 meter, after stake holes 71 is formed, installs plan analysis, plan analysis is poured by concrete, shape
Into concrete guard wall 72（The side wall of following stake holes 71 refers to the inwall of concrete guard wall 72）；Concrete guard wall 72 is in annular,
So continue the stake holes 71 of 1 meter of digging downwards, install plan analysis, then placing concrete, repeats the above steps, until being machined to
Appropriate depth.
As shown in Fig. 2 a kind of manual digging pile construction equipment, this kind of construction equipment is opened when excavating depth is to less than 4 meters
Begin to use.
As shown in figure 1, the bottom of stake holes 71 has the problem of ponding due to hand digging, influence to construct；Meanwhile
When the depth of stake holes 71 is excavated to less than 10 meters, the atmosphere draught-free of the bottom of stake holes 71, it is dangerous to easily cause production.
As shown in figure 3, in order to solve the above problems, one piece of lifter plate 1, stake holes are provided with the short transverse of stake holes 71
It is provided with lifter plate 1 outside 71 to upgrading or the drive device 5 of let-down downwards, is provided with lifter plate 1 to the bottom of stake holes 71
The air feed part for supplying and drawing water and portion of drawing water.
As shown in figure 8, the portion of drawing water includes being arranged on the water pump 21 of the upper surface of lifter plate 1, suction hose is connected with water pump 21
22 and outlet pipe 23；Air feed part includes the air supply plant 14 being arranged on outside stake holes 71（Air pump or air blower）, air supply plant 14
After airway tube 13 is fed through lifter plate 1, the bottom of stake holes 71 is extended to.
As shown in Figures 2 and 3, in order to realize movement of the lifter plate 1 in the short transverse of stake holes 71, its concrete structure is：Drive
Dynamic device 5 includes the fixed pedestal 51 for being arranged on the top of stake holes 71, and fixed pedestal 51 is rotatably connected to wireline reel by bearing 34
52, wireline reel 52 is located at the surface of stake holes 71, and the first flexible connecting member 53, the first flexible connecting member are connected with wireline reel 52
53 other end is connected to the upper surface of lifter plate 1；Wireline reel 52 is rotated to side, by the first flexible connecting member 53 wound on volume
On axle 52, lifter plate 1 is set to increase；Or wireline reel 52 is rotated to opposite side, by the first flexible connecting member 53 on wireline reel 52
Release, declines lifter plate 1；First flexible connecting member 53 is the rope made of hemp.
As shown in figure 4, in order to drive wireline reel 52 to rotate, the side of wireline reel 52 can be provided with handwheel 35, pass through hand
The rotation driving wireline reel 52 of wheel 35 rotates；In order that wireline reel 52 is fixed, it is provided between handwheel 35 and fixed pedestal 51
Locking mechanism, locking mechanism the first lock hole 581, the second lock hole 582 and latch 583, the first lock is provided with wireline reel 52
Determine hole 581, the position that fixed pedestal 51 envelopes wireline reel 52 is provided with the second lock hole 582, and latch 583 can be fed through first
The lock hole 582 of lock hole 581 and second；I.e. after lifter plate 1 is turned to correct position by handwheel 35, latch 583 is sequentially inserted into
After first lock hole 581 and the second lock hole 582, the fixation of wireline reel 52 and fixed pedestal 51 is realized.
As shown in figure 8, the first flexible connecting member 53 is divided into four strands in the top of lifter plate 1, four strand of first flexible connecting member
53 are connected to the marginal position of lifter plate 1 by lifting bolt respectively, avoid lifter plate 1 from being shaken in lifting process.
As shown in figure 8, in order to avoid lifter plate 1 is during rising or falling, lifter plate 1 rotates in the horizontal direction,
The circumference side of lifter plate 1 is provided with multiple stroke blocks 62, and the side wall of stake holes 71 is provided with stroke groove 63, and stroke groove 63 is along stake holes
71 short transverse extension, stroke block 62 be embedded in stroke groove 63 in, when lifter plate 1 occur short transverse it is mobile when, stroke block
62 and stroke groove 63 form abutting in the horizontal plane, prevent lifter plate 1 from rocking in the horizontal direction.
As shown in figure 3, the center of the bottom of lifter plate 1 is provided with the low-pressure lamp 11 illuminated below lifter plate 1, lifting
The pod apertures 12 passed through for air are provided through on plate 1.
As shown in figure 5, the side wall of lifter plate 1 is provided with avoid holes 4, avoid holes 4 are formed by the side walls collapse of lifter plate 1, kept away
Allow be formed between the side wall in hole 4 and the madial wall of stake holes 71 and enter cavity 41 for suction hose 22, in the rise and fall of lifter plate 1
During, suction hose 22 is kept off by the lattice of avoid holes 4, and rocking for left and right will not occur.
The fixation machine that outlet pipe 23 and cable 231 rock is reduced as shown in figure 3, being set between lifter plate 1 and stake holes 71
Structure 3, fixed mechanism 3 are uniformly distributed along the short transverse of stake holes 71；As shown in fig. 6, fixed mechanism 3 includes being arranged on the side wall of stake holes 71
（Refer to dried concrete guard wall 72）Fixing hole 31, the cross sectional shape of fixing hole 31 is square, removable on fixing hole 31
Unload and be connected with fixed block 32 made of metal, the C-shaped ring 33 that metal plate bending forms is provided with fixed block 32（As shown in Figure 7）,
Outlet pipe 23 and cable 231 are embedded in C-shaped ring 33, avoid outlet pipe 23 and cable 231 from shaking.
As shown in figure 3, during borehole, the soil after excavating is left in the bottom of stake holes 71, in order that soil transports out of stake
Hole 71, it is arranged with wireline reel 52 and rotates pipe 54, rotated pipe 54 and be connected with another handwheel 35, the outer surface for rotating pipe 54 connects
The second flexible connecting member 55 is connected to, hanging basket 56 is provided with the second flexible connecting member 55, offers on rotor plate and is moved for hanging basket 56
The opening 57 opened；Rotating the rotation of pipe 54 can wind the second flexible connecting member 55 and unreel, realize that hanging basket 56 is high in stake holes 71
Spend the movement in direction；Soil after excavation can be moved by opening 57 to outside stake holes 71, and is moved out of outside stake holes 71.
As shown in figure 8, constructor can enter or leave the lower section of lifter plate 1 by opening 57, then pass through the hanging basket of rising
56 leave the bottom of stake holes 71；Caved inward simultaneously in stroke groove 63 caulking groove 64 to be formed and be stretched into for pin, caulking groove 64 is along row
The short transverse of journey groove 63 is uniformly distributed；And then user can be climbed upwards by caulking groove 64.
The use process of embodiment is：After caisson excavating depth is more than 4 meters, before user enters stake holes 71, stand
On lifter plate 1, another group of constructor rotates handwheel 35, unreels wireline reel 52, and driving lifter plate 1 declines, until lifter plate 1
There is the safe construction distance of 2-4 rice apart from the bottom of stake holes 71；Then user enters the bottom of stake holes 71 by opening 57；Separately
One group of constructor by rotating pipe 54, sling by the hanging basket 56 that the lower section of lifter plate 1 is mounted with to soil, discharge stake holes 71 bottom
Soil.The ponding of the bottom of stake holes 71 is outwards extracted out by water pump 21 simultaneously, and the lower section of lifter plate 1 is injected fresh by airway tube 13
Air；When processing the concrete guard wall 72 of next part, the constructor outside stake holes 71 releases more cables 231 and outlet pipe
23, the constructor in stake holes 71 inserts fixed block 32 in fixing hole 31, dragging line cable 231 and outlet pipe 23 is then descended, by cable
231 and outlet pipe 23 be embedded in C-shaped ring 33, complete the fixation of cable 231 and outlet pipe 23, avoid cable 231 and outlet pipe 23
Rock.
Claims (10)
- A kind of 1. manual digging pile construction equipment, it is characterised in that：It is included in the lifter plate of stake holes (71) short transverse movement (1) drive device (5) of lifter plate (1) lifting and the drainage arrangement (2) on lifter plate (1), are driven；The drainage arrangement (2) suction hose (22) and outlet pipe (23) for include the water pump (21) on lifter plate (1), connecting with water pump (21), it is described Outlet pipe (23) and stake holes (71) ft connection, the suction hose (22) extend to stake holes (71) bottom；Also include being located at stake holes (71) side wall is used for the fixed mechanism (3) for fixing outlet pipe (23) and cable, height of the fixed mechanism (3) along stake holes (71) Directional spreding.
- 2. manual digging pile construction equipment according to claim 1, it is characterised in that：The side wall of the lifter plate (1) is recessed Fall into and form avoid holes (4), the avoid holes (4) and the madial wall of stake holes (71) form the cavity passed through for suction hose (22) (41)。
- 3. manual digging pile construction equipment according to claim 1, it is characterised in that：The drive device (5) includes setting Put in the outer fixed pedestal (51) of stake holes (71), the wireline reel (52) being rotationally connected with above fixed pedestal (51), be connected to volume Around axle (52) and the first flexible connecting member (53) of lifter plate (1), by rotating wireline reel (52), make the first flexible connecting member (53) wind and unreel on wireline reel (52), and then drive lifter plate (1) raising and lowering.
- 4. manual digging pile construction equipment according to claim 3, it is characterised in that：It is arranged with the wireline reel (52) Pipe (54) is rotated, described rotate is connected with the second flexible connecting member (55) on pipe (54), second flexible connecting member (55) The other end is connected with hanging basket (56), and the opening (57) passed through for hanging basket (56) is provided with the lifter plate (1).
- 5. manual digging pile construction equipment according to claim 1, it is characterised in that：The lifter plate (1) and stake holes (71) position-limit mechanism for preventing that lifter plate (1) from rotating in lifting process is provided between.
- 6. manual digging pile construction equipment according to claim 5, it is characterised in that：The position-limit mechanism includes stroke groove (63) and stroke block (62), the stroke groove (63) are described located at stake holes (71) inwall and along the extension of stake holes (71) length direction Stroke block (62) coordinates located at lifter plate (1) side wall and with stroke groove (63).
- 7. manual digging pile construction equipment according to claim 6, it is characterised in that：The stroke groove (63) caves inward Form caulking groove (64).
- 8. manual digging pile construction equipment according to claim 1, it is characterised in that：The bottom of the lifter plate (1) is set It is equipped with low-pressure lamp (11).
- 9. manual digging pile construction equipment according to claim 1, it is characterised in that：It is provided with the lifter plate (1) For the pod apertures (12) of air flow.
- 10. manual digging pile construction equipment according to claim 1, it is characterised in that：The fixed mechanism (3) includes setting Fixing hole (31) in stake holes (71) side wall, the fixed block (32) being detachably connected on fixing hole (31), located at fixed block (32) for cable and the C-shaped ring (33) of outlet pipe (23) insertion on.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720995000.9U CN207032352U (en) | 2017-08-09 | 2017-08-09 | Manual digging pile construction equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720995000.9U CN207032352U (en) | 2017-08-09 | 2017-08-09 | Manual digging pile construction equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207032352U true CN207032352U (en) | 2018-02-23 |
Family
ID=61475135
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720995000.9U Expired - Fee Related CN207032352U (en) | 2017-08-09 | 2017-08-09 | Manual digging pile construction equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207032352U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111335385A (en) * | 2020-03-09 | 2020-06-26 | 何艳 | Uplift platform ring groove excavating device for uplift pile |
| CN111485548A (en) * | 2020-04-17 | 2020-08-04 | 中国一冶集团有限公司 | Novel soil lifting equipment for manual hole digging pile construction and construction method thereof |
| CN112112170A (en) * | 2020-09-18 | 2020-12-22 | 中铁济南工程建设监理有限公司 | Construction process for manually digging hole and pouring pile in weakly weathered rock or moderately weathered rock stratum area |
| CN112878254A (en) * | 2021-02-22 | 2021-06-01 | 福州外语外贸学院 | Ponding high-efficiency processing device for hydraulic engineering |
-
2017
- 2017-08-09 CN CN201720995000.9U patent/CN207032352U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111335385A (en) * | 2020-03-09 | 2020-06-26 | 何艳 | Uplift platform ring groove excavating device for uplift pile |
| CN111335385B (en) * | 2020-03-09 | 2022-07-22 | 安徽雷悦建设工程有限公司 | Uplift platform annular groove excavating device for uplift pile |
| CN111485548A (en) * | 2020-04-17 | 2020-08-04 | 中国一冶集团有限公司 | Novel soil lifting equipment for manual hole digging pile construction and construction method thereof |
| CN112112170A (en) * | 2020-09-18 | 2020-12-22 | 中铁济南工程建设监理有限公司 | Construction process for manually digging hole and pouring pile in weakly weathered rock or moderately weathered rock stratum area |
| CN112112170B (en) * | 2020-09-18 | 2021-09-07 | 中铁济南工程建设监理有限公司 | Construction process for manually digging hole and pouring pile in weakly weathered rock or moderately weathered rock stratum area |
| CN112878254A (en) * | 2021-02-22 | 2021-06-01 | 福州外语外贸学院 | Ponding high-efficiency processing device for hydraulic engineering |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180223 Termination date: 20190809 |
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| CF01 | Termination of patent right due to non-payment of annual fee |