CN107574821A - A kind of timber piling equipment and its pile-driving method - Google Patents
A kind of timber piling equipment and its pile-driving method Download PDFInfo
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- CN107574821A CN107574821A CN201710810699.1A CN201710810699A CN107574821A CN 107574821 A CN107574821 A CN 107574821A CN 201710810699 A CN201710810699 A CN 201710810699A CN 107574821 A CN107574821 A CN 107574821A
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- timber
- piling
- platform
- stake
- pincers
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- 238000000034 method Methods 0.000 title claims description 14
- 210000000080 chela (arthropods) Anatomy 0.000 claims abstract description 37
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 29
- 229910052742 iron Inorganic materials 0.000 claims abstract description 13
- 238000010276 construction Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 5
- 210000000515 tooth Anatomy 0.000 description 5
- 241000195622 Astasia Species 0.000 description 1
- 206010010947 Coordination abnormal Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Abstract
The invention discloses a kind of timber piling equipment, it is related to water conservancy, engineering construction field, including timber body, timber body clamps provided with stake, stake pincers include piling platform and fixing tooth, and piling platform includes coaxially connected inner core tube and ring-type outer platform, and outer platform is located at the top of inner core tube and outer platform is equal with inner core bore, piling platform opening and closing structure and can be provided with fastener one using two halves formula, and madial wall of the fixing tooth along piling platform is circumferentially uniformly distributed.The present invention sets stake to clamp by this body side surface in timber, and original top stress is changed into lateral forces mode, reduces the operation height of operating personnel, and operating personnel can also optionally change the height suitably having an effect；Eradicate because timber body tilts the potential safety hazard for causing ramming iron to topple；Reduce setting up for piling platform, accelerate piling speed, improve the efficiency of speedily carrying out rescue work of operating personnel, more valuable times are won for emergency flood fighting.
Description
Technical field
The present invention relates to water conservancy, engineering construction field, more particularly to a kind of timber piling equipment and its pile-driving method.
Background technology
Piling is typically to use sledgehammer or other weights by people in traditional emergency flood fighting and engineering foundation construction（Ramming iron, stone
Ram）Impact at the top of timber, more timbers are squeezed into place of being in danger（Crevasse, dam break, landslide etc.）Or at basis, earth bag is then launched,
To contain dykes and dams breach, dykes and dams etc. are reinforced, are removed a hidden danger, so as to complete to speedily carry out rescue work operation or strengthening of foundation.
Traditional piling, sledgehammer such as is used, higher is required to job platform, pile driver need to stand in the platform more slightly higher than timber
Or on support, and reduced with the reduction of timber；Ramming iron is such as used, ramming iron is uphang above timber, the iron around timber
Operating personnel are rammed such as because of underfooting astasia, ramming iron is easily caused and tilts or topple, so that damage operating personnel.In the process of speedily carrying out rescue work
In, be often in danger place's inclement condition, and operating personnel's notice is easily influenceed by scene and instrument, and energy is easily scattered, causes flood control
Speedily carry out rescue work inefficient, so as to delay the best opportunity of emergency flood fighting.
The content of the invention
The technical problems to be solved by the invention are that tradition piling is high to job platform requirement, piling efficiency is low, peace be present
Full hidden danger, the shortcomings that overcoming prior art, there is provided a kind of timber piling equipment, save setting up for piling platform, it is hidden to reduce safety
Suffer from, improve efficiency of speedily carrying out rescue work.
In order to solve the above technical problems, the present invention provides a kind of timber piling equipment, including timber body, timber body
Stake is provided with to clamp, stake pincers include piling platform and fixing tooth, and piling platform includes coaxially connected inner core tube and ring-type outer platform,
Outer platform located at inner core tube top and outer platform it is equal with inner core bore, piling platform use two halves formula can opening and closing structure simultaneously
Provided with fastener one, madial wall of the fixing tooth along piling platform is circumferentially uniformly distributed.
Technique effect：The present invention by setting stake to clamp in timber this body side surface, by original top stress be changed to side by
Power mode, reduces the operation height of operating personnel, and operating personnel can also optionally change the height suitably having an effect；Eradicated because
Timber body, which tilts, causes the potential safety hazard that ramming iron topples；Reduce setting up for piling platform, accelerate piling speed, improve behaviour
Make the efficiency of speedily carrying out rescue work of personnel, more valuable times are won for emergency flood fighting.
The technical scheme that further limits of the present invention is：
Further, stake pincers also include floor, and circumference of the floor along piling platform is uniformly distributed and connects outer platform bottom surface and interior
Core pipe lateral wall.
It is a further object of the present invention to provide a kind of pile-driving method of the timber piling equipment for described in such scheme, bag
Include following steps：
Stake pincers are arranged on the suitable height on timber body by S1, site operation personnel；
S2, the force part clamped with iron impact pile driving, i.e. piling platform；
S3, the setting height(from bottom) for changing stake pincers, drive piles again, so repeatedly, until meeting requirement of speedily carrying out rescue work.
A kind of preceding described timber piling equipment, in addition to hit piece, hit piece includes chassis and prestowage, during chassis includes
Heart back-up ring and ring-type bearing platform, center back-up ring are located at bearing platform inward flange, and bearing platform is uniformly distributed provided with some along its circumference
Fixing hole one and gim peg, chassis opening and closing structure and can be provided with fastener two using two halves formula.
A kind of preceding described timber piling equipment, prestowage are semicircular, and prestowage is provided with consolidating for the corresponding position of fixing hole one
Determine hole two.
A kind of preceding described timber piling equipment, be additionally provided with plummer it is some along its circumferential equally distributed handle, in
Heart back-up ring is provided with some along its circumferential equally distributed anti-sticking bearing.
It is a further object of the present invention to provide a kind of pile-driving method of the timber piling equipment for described in such scheme, bag
Include following steps：
Stake pincers are arranged on the suitable height on timber body by S1, site operation personnel；
S2, hit piece is set on timber body；
S3, the handle for the hands catching chassis, lift chassis and prestowage, its is impacted the force part of stake pincers after freely falling,
That is piling platform, timber body is squeezed into place of being in danger；
S4, the setting height(from bottom) for changing stake pincers, drive piles again, so repeatedly, until meeting requirement of speedily carrying out rescue work.
A kind of preceding described timber piling equipment, timber bodies top are provided with pile cover, and pile cover sidewall symmetry is provided with a pair and consolidated
Fixed pulley, volume has pull rope on fixed block, and one end and the chassis of pull rope are fixed, and the other end is free traction end.
A kind of preceding described timber piling equipment, pile cover include the iron chains that top distributes as net shape.
It is a further object of the present invention to provide a kind of pile-driving method of the timber piling equipment for described in such scheme, bag
Include following steps：
Stake pincers are arranged on the suitable height on timber body by S1, site operation personnel；
S2, hit piece is set on timber body；
S3, in timber bodies top pile cover, fixed block and pull rope are installed, one end of two pull ropes is connected with chassis and consolidated
It is fixed；
S4, chassis and prestowage lifted by the free traction end of pulling traction rope, its is impacted the stress of stake pincers after freely falling
Position, i.e. piling platform, timber body is squeezed into place of being in danger；
S5, the setting height(from bottom) for changing stake pincers, drive piles again, so repeatedly, until meeting requirement of speedily carrying out rescue work.
The beneficial effects of the invention are as follows：
（1）The present invention changes using between gravitional force and kinetic energy according to conservation of mechanical energy principle, can will use iron hammer and iron
The piling mode of rammer is combined, and reduces manual operation intensity；
（2）The center stressed of tradition piling is changed into lateral parallel stress by the present invention, is suitably sent out so as to reduce operating personnel
The operation height of power, piling efficiency significantly improve than traditional piling pattern；
（3）The present invention it is simple in construction, whole device combination, convenient disassembly, quickly, be advantageous to carry, transport；
（4）Stake pincers of the invention can opening and closing structure, convenient installation and dismounting using two halves formula；
（5）The stake pincers of the present invention add floor, are advantageous to strengthen its bearing capacity and structural strength, improve its structural stability；
（6）The chassis and prestowage of the present invention uses two-half structure, is easy for installation and removal.
Brief description of the drawings
Fig. 1 is the overall structure diagram of embodiment 1；
Fig. 2 is that the stake of embodiment 1 clamps top view；
Fig. 3 is that the stake of embodiment 1 clamps front view；
Fig. 4 is the overall structure diagram of embodiment 2；
Fig. 5 is the hit piece top view of embodiment 2；
Fig. 6 is the prestowage schematic diagram of embodiment 2；
Fig. 7 is the overall structure diagram of embodiment 3；
Fig. 8 is the pile cover top view of embodiment 3；
Fig. 9 is the pile cover sectional view of embodiment 3；
Figure 10 helps an aid schematic diagram for embodiment 1-3's；
Wherein：1- timber bodies；2- stakes clamp；201- piling platforms；2011- inner core tubes；2012- outer platforms；2013- fasteners
One；202- fixing tooths；203- floors；3- hit pieces；301- chassis；3011- centers back-up ring；3012- bearing platforms；3013- is fixed
Kong Yi；3014- gim pegs；3015- fasteners two；3016- handles；3017- anti-sticking bearings；302- prestowages；3021- fixing holes
Two；4- pile covers；401- iron chains；5- fixed blocks；6- pull ropes；7- helps an aid.
Embodiment
Embodiment 1
A kind of timber piling equipment that the present embodiment provides, structure is as shown in Fig. 1-3,10.
The device includes timber body 1, and timber body 1 is provided with stake pincers 2.
Stake pincers 2 include piling platform 201 and fixing tooth 202.Piling platform 201 includes the coaxially connected He of inner core tube 2011
Ring-type outer platform 2012, outer platform 2012 is located at the top of inner core tube 2011 and outer platform 2012 and the internal diameter phase of inner core tube 2011
Fastener 1 opening and closing structure and can be provided with using two halves formula Deng, piling platform 201.Fixing tooth 202 is along piling platform 201
Madial wall is circumferentially uniformly distributed.
Stake pincers 2 also include floor 203, and circumference of the floor 203 along piling platform 201 is uniformly distributed and connects outer platform 2012
Bottom surface and the lateral wall of inner core tube 2011.
Using the pile-driving method of said apparatus, comprise the following steps：
S1, site operation personnel by two people by helping an aid 7 to help timber body 1 directly, then by other people by the installation of stake pincers 2
Suitable height on timber body 1；
S2, two people clamp 2 force part, i.e. piling platform 201 with iron impact pile driving；
S3, the setting height(from bottom) for changing stake pincers 2, drive piles again, so repeatedly, until meeting requirement of speedily carrying out rescue work.
Embodiment 2
A kind of timber piling equipment that the present embodiment provides, structure is as shown in Fig. 4-6,10.
The present embodiment and the difference of embodiment 1 are that the device also includes hit piece 3.
Hit piece 3 includes chassis 301 and prestowage 302.Chassis 301 includes center back-up ring 3011 and ring-type bearing platform 3012,
Center back-up ring 3011 is located at the inward flange of bearing platform 3012, and bearing platform 3012 is provided with some along its circumferential equally distributed fixing hole
One 3013 and gim peg 3014, chassis 301 opening and closing structure and can be provided with fastener 2 3015 using two halves formula, also be set on plummer
Have some along its circumferential equally distributed handle 3016, center back-up ring 3011 is provided with some along its circumferential equally distributed anti-sticking
Bearing 3017.Prestowage 302 is semicircular, and prestowage 302 is provided with the fixing hole 2 3021 of the corresponding position of fixing hole 1.
Using the pile-driving method of said apparatus, comprise the following steps：
S1, site operation personnel by two people by helping an aid 7 to help timber body 1 directly, then by other people by the installation of stake pincers 2
Suitable height on timber body 1；
S2, hit piece 3 is set on timber body 1；
S3, two people with the hands catch the handle 3016 on chassis 301, lift chassis 301 and prestowage 302, its is hit after freely falling
The force part of piling pincers 2, i.e. piling platform 201, place of being in danger is squeezed into by timber body 1；
S4, the setting height(from bottom) for changing stake pincers 2, drive piles again, so repeatedly, until meeting requirement of speedily carrying out rescue work.
Embodiment 3
A kind of timber piling equipment that the present embodiment provides, structure is as is seen in figs 7-10.
The present embodiment and the difference of embodiment 2 are that the top of timber body 1 is provided with pile cover 4, and pile cover 4 is in net including top
The iron chains 401 of trellis distribution.The sidewall symmetry of pile cover 4 is provided with a pair of fixed blocks 5, and volume has pull rope 6 on fixed block 5, draws
One end of rope 6 is fixed with chassis 301, and the other end is free traction end.
Using the pile-driving method of said apparatus, comprise the following steps：
S1, site operation personnel by two people by helping an aid 7 to help timber body 1 directly, then by other people by the installation of stake pincers 2
Suitable height on timber body 1；
S2, hit piece 3 is set on timber body 1；
S3, installation pile cover 4, fixed block 5 and pull rope 6 at the top of timber body 1, by one end and chassis of two pull ropes 6
301 are connected；
S4, two people lift chassis 301 and prestowage 302 by the free traction end of pulling traction rope 6, its is impacted after freely falling
The force part of stake pincers 2, i.e. piling platform 201, place of being in danger is squeezed into by timber body 1；
S5, the setting height(from bottom) for changing stake pincers 2, drive piles again, so repeatedly, until meeting requirement of speedily carrying out rescue work.
When actually driving piles, operating personnel can flexibly select piling mode, first, the height that can select suitably to have an effect will
Stake pincers 2 are arranged on timber body 1, with the force part of iron impact pile driving pincers 2；Second, impact is installed again after installation stake pincers 2
Part 3, the handle 3016 of chassis 301 is with the hands caught, lift chassis 301 and prestowage 302 allows its freely to fall, impact stake pincers 2；Third,
During current two schemes DeGrain, pile cover 4, fixed block 5 and pull rope 6 can be installed, increase prestowage 302, with traction
Rope 6 makes its freely fall after improving chassis 301 and prestowage 302, impact stake pincers 2.Then the setting height(from bottom) of stake pincers 2 is changed, it is more
Secondary piling, so repeatedly, until meeting requirement of speedily carrying out rescue work.
In addition to the implementation, the present invention can also have other embodiment.It is all to use equivalent substitution or equivalent transformation shape
Into technical scheme, all fall within the protection domains of application claims.
Claims (10)
1. a kind of timber piling equipment, including timber body（1）, it is characterised in that：The timber body（1）Stake is provided with to clamp
（2）, the stake pincers（2）Including piling platform（201）And fixing tooth（202）, the piling platform（201）Including coaxially connected
Inner core tube（2011）With ring-type outer platform（2012）, the outer platform（2012）Located at inner core tube（2011）Top and outer platform
（2012）With inner core tube（2011）Internal diameter is equal, the piling platform（201）Using two halves formula can opening and closing structure and provided with fastening
Part one（2013）, the fixing tooth（202）Along piling platform（201）Madial wall be circumferentially uniformly distributed.
A kind of 2. timber piling equipment according to claim 1, it is characterised in that：The stake pincers（2）Also include floor
（203）, the floor（203）Along piling platform（201）Circumference be uniformly distributed and connect outer platform（2012）Bottom surface and inner core
Pipe（2011）Lateral wall.
A kind of 3. timber piling equipment according to claim 1, it is characterised in that：Also include hit piece（3）, the impact
Part（3）Including chassis（301）And prestowage（302）, the chassis（301）Including center back-up ring（3011）With ring-type bearing platform
（3012）, the center back-up ring（3011）Located at bearing platform（3012）Inward flange, the bearing platform（3012）It is provided with some edges
Its circumferential equally distributed fixing hole one（3013）And gim peg（3014）, the chassis（301）Knot can be opened and closed using two halves formula
Structure is simultaneously provided with fastener two（3015）.
A kind of 4. timber piling equipment according to claim 3, it is characterised in that：The prestowage（302）For semicircular, institute
State prestowage（302）It is provided with corresponding fixing hole one（3013）The fixing hole two of position（3021）.
A kind of 5. timber piling equipment according to claim 4, it is characterised in that：Some edges are additionally provided with the plummer
Its circumferential equally distributed handle（3016）, the center back-up ring（3011）It is provided with some along its circumferential equally distributed anti-sticking
Bearing（3017）.
A kind of 6. timber piling equipment according to claim 3, it is characterised in that：The timber body（1）Top is provided with
Pile cover（4）, the pile cover（4）Sidewall symmetry is provided with a pair of fixed blocks（5）, the fixed block（5）Upper volume has pull rope
（6）, the pull rope（6）One end and chassis（301）Fixed, the other end is free traction end.
A kind of 7. timber piling equipment according to claim 6, it is characterised in that：The pile cover（4）It is in net including top
The iron chains of trellis distribution（401）.
A kind of 8. pile-driving method for timber piling equipment as claimed in claim 2, it is characterised in that：Including following step
Suddenly：
S1, site operation personnel clamp the stake（2）Installed in the timber body（1）On suitable height；
S2, impact the stake with iron hammer and clamp（2）Force part, i.e., described piling platform（201）；
S3, change the stake pincers（2）Setting height(from bottom), drive piles again, so repeatedly, until meeting to speedily carry out rescue work requirement.
A kind of 9. pile-driving method for timber piling equipment as claimed in claim 5, it is characterised in that：Including following step
Suddenly：
S1, site operation personnel clamp the stake（2）Installed in the timber body（1）On suitable height；
S2, by the hit piece（3）It is set in the timber body（1）On；
S3, with the hands catch the chassis（301）Handle（3016）, lift the chassis（301）And prestowage（302）, make it
The stake pincers are impacted after freely falling（2）Force part, i.e., described piling platform（201）, by the timber body（1）Squeeze into
It is in danger place；
S4, change the stake pincers（2）Setting height(from bottom), drive piles again, so repeatedly, until meeting to speedily carry out rescue work requirement.
A kind of 10. pile-driving method for timber piling equipment as claimed in claim 7, it is characterised in that：Including following step
Suddenly：
S1, site operation personnel clamp the stake（2）Installed in the timber body（1）On suitable height；
S2, by the hit piece（3）It is set in the timber body（1）On；
S3, in the timber body（1）Top is installed by the pile cover（4）, fixed block（5）And pull rope（6）, by described in two
Pull rope（6）One end and the chassis（301）It is connected；
S4, by pulling the pull rope（6）Free traction end lift the chassis（301）And prestowage（302）, make its freedom
The stake pincers are impacted after falling（2）Force part, i.e., described piling platform（201）, by the timber body（1）Squeeze into and be in danger
Place；
S5, change the stake pincers（2）Setting height(from bottom), drive piles again, so repeatedly, until meeting to speedily carry out rescue work requirement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710810699.1A CN107574821A (en) | 2017-09-11 | 2017-09-11 | A kind of timber piling equipment and its pile-driving method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710810699.1A CN107574821A (en) | 2017-09-11 | 2017-09-11 | A kind of timber piling equipment and its pile-driving method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107574821A true CN107574821A (en) | 2018-01-12 |
Family
ID=61033350
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710810699.1A Pending CN107574821A (en) | 2017-09-11 | 2017-09-11 | A kind of timber piling equipment and its pile-driving method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107574821A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201037574Y (en) * | 2007-06-01 | 2008-03-19 | 林春生 | Lathe dog |
| CN101435196A (en) * | 2008-11-15 | 2009-05-20 | 李新民 | Piling machine |
| CN102280722A (en) * | 2011-05-10 | 2011-12-14 | 江苏省华建建设股份有限公司 | Equipotential bridging clamp of building metal pipeline and usage method thereof |
| CN202390835U (en) * | 2011-11-24 | 2012-08-22 | 中建三局第一建设工程有限责任公司 | Novel artificial pile hammer |
| CN205331142U (en) * | 2016-01-29 | 2016-06-22 | 吉首大学 | Hoop structure convenient to screw thread tight fit can be dismantled fast |
| CN207436056U (en) * | 2017-09-11 | 2018-06-01 | 南京华澄水利环境工程建设有限公司 | A kind of timber piling equipment |
-
2017
- 2017-09-11 CN CN201710810699.1A patent/CN107574821A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201037574Y (en) * | 2007-06-01 | 2008-03-19 | 林春生 | Lathe dog |
| CN101435196A (en) * | 2008-11-15 | 2009-05-20 | 李新民 | Piling machine |
| CN102280722A (en) * | 2011-05-10 | 2011-12-14 | 江苏省华建建设股份有限公司 | Equipotential bridging clamp of building metal pipeline and usage method thereof |
| CN202390835U (en) * | 2011-11-24 | 2012-08-22 | 中建三局第一建设工程有限责任公司 | Novel artificial pile hammer |
| CN205331142U (en) * | 2016-01-29 | 2016-06-22 | 吉首大学 | Hoop structure convenient to screw thread tight fit can be dismantled fast |
| CN207436056U (en) * | 2017-09-11 | 2018-06-01 | 南京华澄水利环境工程建设有限公司 | A kind of timber piling equipment |
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| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Guihua Inventor after: Wang Rong Inventor after: Xie Chaoyong Inventor after: Zhu Siqi Inventor after: Ni Qiuping Inventor after: Chen Haibo Inventor before: Wang Guihua Inventor before: Wang Rong Inventor before: Xie Chaoyong Inventor before: Zhu Siqi |
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| RJ01 | Rejection of invention patent application after publication | ||
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Application publication date: 20180112 |