CN207376619U - A kind of steel-pipe pile piling equipment - Google Patents
A kind of steel-pipe pile piling equipment Download PDFInfo
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- CN207376619U CN207376619U CN201721155315.9U CN201721155315U CN207376619U CN 207376619 U CN207376619 U CN 207376619U CN 201721155315 U CN201721155315 U CN 201721155315U CN 207376619 U CN207376619 U CN 207376619U
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Abstract
The utility model discloses a kind of steel-pipe pile piling equipments, it is related to water conservancy, engineering construction field, including steel pipe pile body, the bottom and top of steel pipe pile body are respectively provided with hook, steel pipe pile body is equipped with pipe clamp, pipe clamp includes piling platform and anchoring piece, piling platform includes coaxially connected inner core tube and annular outer platform, outer platform is arranged on the top of inner core tube and outer platform is equal with inner core bore, piling platform using two halves formula can opening and closing structure and equipped with fastener one, anchoring piece is circumferentially uniformly distributed along the bottom of inner core tube.The steel-pipe pile piling equipment reduces the operation height of operating personnel, removes building for piling work platform from, accelerates piling rate, improves efficiency of speedily carrying out rescue work；Since operation height reduces, operation difficulty also decreases, and can avoid security risk substantially.
Description
Technical field
The utility model is related to water conservancy, engineering construction field, more particularly to a kind of steel-pipe pile piling equipment and its piling
Method.
Background technology
In traditional emergency flood fighting, sledgehammer or other weights are typically used by operator（Ramming iron, stone ram）Impact steel-pipe pile
More steel-pipe piles are squeezed into place of being in danger by top（Crevasse, dam break, landslide etc.）, then by steel-pipe pile, steel pipe by fastener reinforce into
One fixed framework, then earth bag etc. is launched, to contain dykes and dams notch, dykes and dams etc. are reinforced, are removed a hidden danger, so as to complete emergency flood fighting
Operation.
Traditional piling, first, using sledgehammer.Usually stood by 2-3 operating personnel in the bottom periphery of steel-pipe pile（It is in danger
Place）, with hand or other instruments by steel-pipe pile righting and stabilization, by another 2-3 pile driver（It need to stand in the platform more slightly higher than steel-pipe pile
Or on stent）In turn using the top of sledgehammer impact steel-pipe pile, make it deeply to reach fixed effect.Advantage is：Method tradition,
Simply, it is easy to implement；Relief materials（Steel pipe, fastener, iron hammer）It is more universal in steel market, it is easy to buying and uses.Shortcoming
It is：It is more demanding to job platform or stent during speedily carrying out rescue work, and to be reduced with the reduction of steel-pipe pile.Only stablize
Platform or stent, when so that the pile driver is had an effect, outburst is strong, precise and high efficiency.
Second is that using ramming iron etc., usually stood by 4-8 operating personnel in the bottom periphery of steel-pipe pile（It is in danger place）, wherein 2-
Ramming iron is uphang steel-pipe pile righting and stabilization in steel pipe by another 2-5 operating personnel by 3 operating personnel's hands or other instruments
Stake top lifts, falls the top for impacting steel-pipe pile by ramming iron for several times, makes it deeply to reach fixed effect.Advantage is：
Reduce setting up for platform or stent；Method is traditional, easily operated, facilitates implementation；Relief materials（Steel pipe, fastener, iron hammer）
More universal in steel market, buying is easy-to-use.Shortcoming is：First, ramming iron is heavier（10-30 kilograms）, lift 2 meters or more
Highly there are security risk, it is difficult to control when falling steady；Second is that when falling, the top of steel-pipe pile is hit, often not in ramming iron
Centre, steel-pipe pile stress is poor.During speedily carrying out rescue work, ramming iron operating personnel around steel-pipe pile easily by The turbulent river crashes its way through,
The unfavorable factors such as underfooting astasia influence, and when lifting ramming iron, easily cause ramming iron and tilt or topple, so that injury operating personnel.
During usual Flood Prevention is speedily carried out rescue work, be in danger place's often inclement condition, and operating personnel's attention is easily by scene and instrument
It influences, disperses energy, so that emergency flood fighting is inefficient, so as to miss the best opportunity of emergency flood fighting.
Utility model content
That technical problem to be solved in the utility model is conventional steel stake is high to piling job platform requirement, operation is difficult,
Security risk is big, the shortcomings that overcoming the prior art, provides a kind of steel-pipe pile piling equipment, operation difficulty when reducing operation and
Requirement to job platform reduces security risk.
In order to solve the above technical problems, the utility model provides a kind of steel-pipe pile piling equipment, including steel pipe pile body,
The bottom and top of steel pipe pile body are respectively provided with hook, and steel pipe pile body is equipped with pipe clamp, and pipe clamp includes piling platform and anchoring
Part, piling platform include coaxially connected inner core tube and annular outer platform, outer platform be arranged on the top of inner core tube and outer platform with
Inner core bore is equal, piling platform using two halves formula can opening and closing structure and equipped with fastener one, bottom of the anchoring piece along inner core tube
Portion is circumferentially uniformly distributed.
Technique effect：The utility model utilizes pipe clamp by the pipe clamp in the replaceable height of steel pipe pile body side setting
As force part, stress at the top of traditional impact method, that is, steel-pipe pile is changed to lateral forces, so as to reduce the behaviour of operating personnel
Make height, remove building for piling work platform from, accelerate piling rate, improve efficiency of speedily carrying out rescue work；Since operation height reduces,
Therefore operation difficulty also decreases, and can avoid security risk substantially.
The technical solution that the utility model further limits is：
Further, pipe clamp further includes floor, and the circumferential direction of floor along piling platform is uniformly distributed and connects outer platform bottom surface
With inner core tube lateral wall.
A kind of preceding steel-pipe pile piling equipment further includes hit piece, and hit piece includes chassis and prestowage, and chassis includes
Center baffle ring and ring-type bearing platform, center baffle ring are arranged on bearing platform inward flange, and bearing platform circumferentially uniformly divides equipped with several along it
The mounting hole one and fixing bolt of cloth, chassis can opening and closing structures and equipped with fastener two using two halves formula.
A kind of preceding steel-pipe pile piling equipment, prestowage are semicircular, and prestowage is equipped with corresponding one position of mounting hole
Mounting hole two.
A kind of preceding steel-pipe pile piling equipment, be additionally provided on plummer it is several along its circumferential equally distributed handle,
Center baffle ring is equipped with several along its circumferential equally distributed anti-sticking bearing.
A kind of preceding steel-pipe pile piling equipment, steel-pipe pile bodies top are equipped with pile cover, and pile cover sidewall symmetry is equipped with one
To fixed pulley, volume has traction rope on fixed pulley, and one end and the chassis of traction rope are fixed, and the other end is free traction end, position
The hook in top is arranged at the top of pile cover.
A kind of preceding steel-pipe pile piling equipment, pile cover include head and cap body, head level be arranged on above cap body and
Its outer diameter is more than steel-pipe pile body diameter, and cap body is is sheathed on the intrinsic hollow pipe of steel-pipe pile and its outer diameter and steel pipe pile body
Internal diameter is equal, and fixed pulley is arranged on head edge.
The beneficial effects of the utility model are：
（1）The utility model, using the conversion between gravitional force and kinetic energy, will use iron according to conservation of mechanical energy principle
Hammer is combined with two kinds of piling modes of ramming iron, so as to reduce traditional piling height；
（2）The mode of tradition piling center stressed is changed into lateral parallel stress by the utility model, so as to reduce behaviour
Make the operation height of personnel, suitable for having an effect；
（3）The pipe clamp height of the utility model is adjustable, so that operation height can be always maintained at suitable height, more
It is laborsaving, manual operation intensity is reduced, piling efficiency is improved than traditional piling pattern；
（4）The pipe clamp of the utility model using two halves formula can opening and closing structure, facilitate installation with dismounting；
（5）The pipe clamp of the utility model adds floor, is conducive to enhance its bearing capacity and structural strength, improves its structure
Stability；
（6）The chassis of the utility model and prestowage are easy for installation and removal using two-half structure；
（7）The utility model is respectively provided with hook in the pile crown and stake tail of steel-pipe pile, and the hook at pile crown is favourable in piling
In the propulsion of steel pipe pile body, and the hook at stake tail can be used as being promoted when removing.
Description of the drawings
Fig. 1 is the overall structure diagram of embodiment 1；
Fig. 2 is the pipe clamp top view of embodiment 1；
Fig. 3 is the pipe clamp front view of embodiment 1；
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 auxiliary tool schematic diagram for embodiment 1-3's；
Wherein：1- steel pipe pile bodies；101st, link up with；2- pipe clamps；201- piling platforms；2011- inner core tubes；It is flat outside 2012-
Platform；2013- fasteners one；202- fixes tooth；203- floors；3- hit pieces；301- chassis；3011- centers baffle ring；3012- is held
Weight platform；3013- mounting holes one；3014- fixing bolts；3015- fasteners two；3016- handles；The anti-sticking bearings of 3017-；302- matches somebody with somebody
It carries；3021- mounting holes two；4- pile covers；401- heads；402- cap bodies；5- fixes pulley；6- traction ropes；7- helps an auxiliary tool.
Specific embodiment
Embodiment 1
A kind of steel-pipe pile piling equipment provided in this embodiment, structure is as shown in Fig. 1-3,10.
The device includes steel pipe pile body 1, and the bottom and top of steel pipe pile body 1 are respectively provided with hook 101, steel pipe pile body
1 is equipped with pipe clamp 2.
Pipe clamp 2 includes piling platform 201 and anchoring piece 202.Piling platform 201 includes coaxially connected 2011 He of inner core tube
Annular outer platform 2012, outer platform 2012 is arranged on the top of inner core tube 2011 and outer platform 2012 and 2011 internal diameter phase of inner core tube
It can opening and closing structure and equipped with fastener 1 using two halves formula Deng, piling platform 201.Anchoring piece 202 uses anchor bolt, edge
The bottom of inner core tube 2011 is circumferentially uniformly distributed.
Pipe clamp 2 further includes floor 203, and the circumferential direction of floor 203 along piling platform 201 is uniformly distributed and connects outer platform 2012
2011 lateral wall of bottom surface and inner core tube.
Using the pile-driving method of above device, comprise the following steps：
S1, site operation personnel by an auxiliary tool 7 is helped to help steel pipe pile body 1 directly, then will be managed by two people by other people
Folder 2 is mounted on the suitable height in steel pipe pile body 1；
S2, two people impact the force part of pipe clamp 2, i.e. piling platform 201 with iron hammer；
S3, the setting height(from bottom) for replacing pipe clamp 2, drive piles again, so repeatedly, until meeting requirement of speedily carrying out rescue work.
Embodiment 2
A kind of steel-pipe pile piling equipment provided in this embodiment, structure is as shown in Fig. 4-6,10.
Difference lies in the device further includes hit piece 3 to the present embodiment with embodiment 1.
Hit piece 3 includes chassis 301 and prestowage 302.Chassis 301 includes center baffle ring 3011 and annular bearing platform 3012,
Center baffle ring 3011 is arranged on 3012 inward flange of bearing platform, and bearing platform 3012 is equipped with several along its circumferential equally distributed mounting hole
One 3013 and fixing bolt 3014, chassis 301 using two halves formula can opening and closing structure and equipped with fastener 2 3015, also set on plummer
Have several along its circumferential equally distributed handle 3016, center baffle ring 3011 is equipped with several circumferential equally distributed anti-sticking along it
Bearing 3017.Prestowage 302 is semicircular, and prestowage 302 is equipped with the mounting hole 2 3021 of corresponding one 3013 position of mounting hole.
Using the pile-driving method of above device, comprise the following steps：
S1, site operation personnel by an auxiliary tool 7 is helped to help steel pipe pile body 1 directly, then will be managed by two people by other people
Folder 2 is mounted on the suitable height in steel pipe pile body 1；
S2, hit piece 3 is set in steel pipe pile body 1；
S3, two people with the hands catch the handle 3016 on chassis 301, lift chassis 301 and prestowage 302, its is made freely to fall
The force part of pipe clamp 2, i.e. piling platform 201 are impacted afterwards, and steel pipe pile body 1 is squeezed into place of being in danger；
S4, the setting height(from bottom) for replacing pipe clamp 2, drive piles again, so repeatedly, until meeting requirement of speedily carrying out rescue work.
Embodiment 3
A kind of steel-pipe pile piling equipment provided in this embodiment, structure is as is seen in figs 7-10.
Difference lies in 1 top of steel pipe pile body is equipped with pile cover 4, the extension being located above to the present embodiment with embodiment 2
Hook 101 is arranged on 4 top of pile cover, and pile cover 4 includes head 401 and cap body 402, and head 401 is horizontal outside 402 top of cap body and its
Footpath is more than 1 outer diameter of steel pipe pile body, and cap body 402 is the hollow pipe and its outer diameter and steel-pipe pile sheet being sheathed in steel pipe pile body 1
1 internal diameter of body is equal.4 sidewall symmetry of pile cover is equipped with a pair of fixed pulley 5, and being rolled up on fixed pulley 5 has traction rope 6, and the one of traction rope 6
End is fixed with chassis 301, and the other end is free traction end.
Using the pile-driving method of above device, comprise the following steps：
S1, site operation personnel by an auxiliary tool 7 is helped to help steel pipe pile body 1 directly, then will be managed by two people by other people
Folder 2 is mounted on the suitable height in steel pipe pile body 1；
S2, hit piece 3 is set in steel pipe pile body 1；
S3, pile cover 4, fixed pulley 5 and traction rope 6 are installed at 1 top of steel pipe pile body, by one end of two traction ropes 6
Fixation is connected with chassis 301；
S4, two people are by pulling the free traction end of traction rope 6 to lift chassis 301 and prestowage 302, after its is made freely to fall
The force part of pipe clamp 2, i.e. piling platform 201 are impacted, steel pipe pile body 1 is squeezed into place of being in danger；
S5, the setting height(from bottom) for replacing pipe clamp 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, will first, the height having an effect can be selected
Pipe clamp 2 is mounted in steel pipe pile body 1, with the force part of iron hammer impact pipe clamp 2；It is hit second is that being installed again after pipe clamp 2 is installed
Piece 3 with the hands catches 301 handle 3016 of chassis, lifts chassis 301 and prestowage 302 allows its freely to fall, and impacts pipe clamp 2；Three
When being current two schemes effect unobvious, pile cover 4, fixed pulley 5 and traction rope 6 can be installed, increase prestowage 302, with leading
Messenger 6 makes its freely fall after improving chassis 301 and prestowage 302, impacts pipe clamp 2.Then the setting height(from bottom) of pipe clamp 2 is replaced,
Repeatedly piling, so repeatedly, until meeting requirement of speedily carrying out rescue work.
In addition to the implementation, the utility model can also have other embodiment；It is all to use equivalent substitution or equivalent change
The technical solution to be formed is changed, all falls within the protection domain of the requires of the utility model.
Claims (7)
1. a kind of steel-pipe pile piling equipment, including steel pipe pile body（1）, it is characterised in that：The steel pipe pile body（1）Bottom
Hook is respectively provided with top（101）, the steel pipe pile body（1）It is equipped with pipe clamp（2）, the pipe clamp（2）Including piling platform
（201）And anchoring piece（202）, the piling platform（201）Including coaxially connected inner core tube（2011）With annular outer platform
（2012）, the outer platform（2012）Arranged on inner core tube（2011）Top and outer platform（2012）With inner core tube（2011）Internal diameter
It is equal, the piling platform（201）It can opening and closing structure and equipped with fastener one using two halves formula（2013）, the anchoring piece
（202）Along inner core tube（2011）Bottom be circumferentially uniformly distributed.
2. a kind of steel-pipe pile piling equipment according to claim 1, it is characterised in that：The pipe clamp（2）Further include floor
（203）, the floor（203）Along piling platform（201）Circumferential direction be uniformly distributed and connect outer platform（2012）Bottom surface and inner core
Pipe（2011）Lateral wall.
3. a kind of steel-pipe pile piling equipment according to claim 1, it is characterised in that：Further include hit piece（3）, it is described to hit
Piece（3）Including chassis（301）And prestowage（302）, the chassis（301）Including center baffle ring（3011）With annular bearing platform
（3012）, the center baffle ring（3011）Arranged on bearing platform（3012）Inward flange, the bearing platform（3012）It is equipped with several edges
Its circumferential equally distributed mounting hole one（3013）And fixing bolt（3014）, the chassis（301）Knot can be opened and closed using two halves formula
Structure is simultaneously equipped with fastener two（3015）.
4. a kind of steel-pipe pile piling equipment according to claim 3, it is characterised in that：The prestowage（302）For semicircular,
The prestowage（302）It is equipped with corresponding mounting hole one（3013）The mounting hole two of position（3021）.
5. a kind of steel-pipe pile piling equipment according to claim 4, it is characterised in that：It is additionally provided on the plummer several
Along its circumferential equally distributed handle（3016）, the center baffle ring（3011）It is equipped with several circumferential equally distributed anti-along it
Axis is held（3017）.
6. a kind of steel-pipe pile piling equipment according to claim 3, it is characterised in that：The steel pipe pile body（1）Top
Equipped with pile cover（4）, the pile cover（4）Sidewall symmetry is equipped with a pair of fixed pulley（5）, the fixed pulley（5）Upper volume has traction
Rope（6）, the traction rope（6）One end and chassis（301）Fixed, the other end is free traction end, the extension being located above
Hook（101）Arranged on pile cover（4）Top.
7. a kind of steel-pipe pile piling equipment according to claim 6, it is characterised in that：The pile cover（4）Including head
（401）And cap body（402）, the head（401）Level is arranged on cap body（402）Top and its outer diameter are more than steel pipe pile body（1）
Outer diameter, the cap body（402）To be sheathed on steel pipe pile body（1）Interior hollow pipe and its outer diameter and steel pipe pile body（1）Internal diameter
It is equal, the fixed pulley（5）Arranged on head（401）Edge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721155315.9U CN207376619U (en) | 2017-09-11 | 2017-09-11 | A kind of steel-pipe pile piling equipment |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721155315.9U CN207376619U (en) | 2017-09-11 | 2017-09-11 | A kind of steel-pipe pile piling equipment |
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| Publication Number | Publication Date |
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| CN207376619U true CN207376619U (en) | 2018-05-18 |
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ID=62339702
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|---|---|---|---|
| CN201721155315.9U Active CN207376619U (en) | 2017-09-11 | 2017-09-11 | A kind of steel-pipe pile piling equipment |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107354943A (en) * | 2017-09-11 | 2017-11-17 | 朱思齐 | A kind of steel-pipe pile piling equipment and its pile-driving method |
-
2017
- 2017-09-11 CN CN201721155315.9U patent/CN207376619U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107354943A (en) * | 2017-09-11 | 2017-11-17 | 朱思齐 | A kind of steel-pipe pile piling equipment and its pile-driving method |
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