CN103132508A - Pile-filling machine - Google Patents
Pile-filling machine Download PDFInfo
- Publication number
- CN103132508A CN103132508A CN2013100852350A CN201310085235A CN103132508A CN 103132508 A CN103132508 A CN 103132508A CN 2013100852350 A CN2013100852350 A CN 2013100852350A CN 201310085235 A CN201310085235 A CN 201310085235A CN 103132508 A CN103132508 A CN 103132508A
- Authority
- CN
- China
- Prior art keywords
- mast
- diagonal brace
- pile
- chassis
- filling
- 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.)
- Pending
Links
Images
Abstract
The invention discloses a pile-filling machine and belongs to the field of foundation engineering construction equipment. The pile-filling machine is characterized by comprising a chassis and a walking mechanism arranged below the chassis, an upper vehicle is arranged on the chassis, a winch, a mast and an inclined strut mechanism are arranged on the upper vehicle, one end of the inclined strut mechanism is fixed with the upper vehicle, the other end of the inclined strut is connected with the mast, and the winch is connected with the mast. When being used, the pile-filling machine can hoist a reinforcement cage and a feeding pipe, not only can replace an expensive crane, and is convenient to transport, stable in working, flexible in walking, and capable of directly saving construction cost of drilling concrete pile-filling, and improving benefits of a user.
Description
Technical field
The present invention relates to a kind of filling stake machine, belong to the basic engineering construction apparatus field.
Background technology
In the basic engineering construction field, cast-in-place concrete pile is pore-forming on the spot on stake position at the scene, builds mixed earth or lay reinforcing cage and build the stake that mixed earth forms again in the hole.Different by its hole forming method, can be divided into bored pile, tube-sinking cast-in-situ pile, manually digging hole and borehole bottom-enlarging filling pile etc.
Holing with slurry wall protection construction process of bored concrete pile flow process is: a smooth ?stake position, ground put line ?excavation stock tank, slurry ditch ?bury underground protect that a ?rig is in place, the positive ?pore-forming in school, position, hole, mud circulation, the useless slurry of removing, mud slag ?clear hole changes slurry ?whole hole and tests and receive the ?crane and hang descending reinforcing cage and steel and lead pipe ?and build mixed solidifying native ?pile under water.
In the mixed earth castinplace pile technological process of boring, hang reinforcing cage and tremie pipe and need to use crane, and be that lease crane or its use cost of purchase crane are all very high, in order to reduce construction cost, just need a kind of convenient transportation of design, working stability, walking flexibly, purchase cost expense and cost of use is low and self can lift by crane the filling stake machine of reinforcing cage and tremie pipe, thereby replace expensive crane.Patent No. CN94213838.4 the present invention relates to a kind of filling concrete machine for the perfusion foundation pile.This device is comprised of feed mechanism, material storing box, frame and hoisting mechanism.Feed mechanism comprises hopper and track, and hopper one side is provided with wheel, can be along track lifting feed under the effect of hoisting mechanism; Material storing box is located at central rack, and concrete can pour into foundation pile construction by the feed mechanism material storing box of packing into.This apparatus structure is simple, low cost of manufacture; Can guarantee the continuity of operation; And construction operation with this equipment save time, laborsaving.This device is applicable to bridge, the Tall Building Foundation pile construction of various different scales.Although but this pile frame can pour into mixed earth can not substitute crane, does not solve crane and uses expensive cost issues.
Summary of the invention
According to above deficiency of the prior art, the technical problem to be solved in the present invention is to provide and a kind ofly provides a kind of when the mixed earth filling pile construction of boring, can lift by crane the filling stake machine of reinforcing cage and tremie pipe.
Filling stake machine provided by the invention is characterized in that, comprises chassis and the walking mechanism that is arranged on the below, chassis, be equipped with on the chassis and get on the bus, getting on the bus is equipped with hoist engine, mast and diagonal brace mechanism, and diagonal brace mechanism one end fixes with getting on the bus, the other end is connected with mast, and hoist engine is connected with mast.
Described mast is the foldable trussed construction, comprises successively on the mast that connects in joint, mast saving under joint and mast, and on mast, the joint place is equipped with the head pulley yoke, and the head pulley yoke is connected with hoist engine.Hoist engine passes through the head pulley yoke in order to lifting reinforcing cage and tremie pipe.
Described diagonal brace mechanism has comprised frame oil cylinder and telescopic diagonal brace, plays a frame oil cylinder and all is connected with mast with telescopic diagonal brace.Play frame oil cylinder lifting mast voluntarily, the stability when telescopic diagonal brace supports mast in order to the normal operation of assurance filling stake machine.
Described walking mechanism is crawler type walking mechanism.
Described walking mechanism is step moving mechanism.
The beneficial effect that the present invention has is, can lift by crane the filling stake machine of reinforcing cage and tremie pipe, can not only substitute so expensive crane, and convenient transportation, working stability, walking are flexible, directly save the construction cost of the mixed earth castinplace pile of boring, promote user's benefit.
Description of drawings
Fig. 1 is the structural representation that walking of the present invention is filled with stake machine duty.
Fig. 2 is the structural representation that crawler type of the present invention is filled with stake machine duty.
In figure: 1, chassis; 2, step moving mechanism; 3, crawler type walking mechanism; 4, get on the bus; 5, mast; 6, play the frame oil cylinder; 7, telescopic support; 8, hoist engine; 9, save on mast; 10, save in mast; 11, save under mast; 12, head pulley yoke; 13, save on telescopic diagonal brace; 14, save under telescopic diagonal brace; 15, telescopic diagonal brace locking device.
The specific embodiment
Below in conjunction with accompanying drawing, embodiments of the invention are described further:
As Fig. 1-filling stake machine shown in Figure 2, comprise chassis 1 and the walking mechanism that is arranged on 1 below, chassis, be equipped with on chassis 1 and get on the bus 4, get on the bus and 4 hoist engine 8, mast and diagonal brace mechanism are installed, diagonal brace mechanism one end 4 fixes with getting on the bus, and the other end is connected with mast, and hoist engine 8 is connected with mast.Mast is the foldable trussed construction, comprises successively saving 9 on the mast that connects, saving 11 under joint 10 and mast in mast, and on mast, joint 9 places are equipped with head pulley yoke 12, and head pulley yoke 12 is connected with hoist engine 8.Diagonal brace mechanism has comprised frame oil cylinder 6 and telescopic diagonal brace, plays frame oil cylinder 6 and all is connected with mast with telescopic diagonal brace 7.1 below, chassis arranges walking mechanism, and walking mechanism can be selected step moving mechanism 2, also can select crawler type walking mechanism 3.Step moving mechanism is that all-hydraulic step moving mechanism mainly comprises quadruplet hydraulic leg and a cover walking oil cylinder with auxiliary walking and revolution, the stability of complete machine when increasing construction simultaneously.When advancing, four hydraulic oil cylinder support legs are propped up with propping up, and lower wall is liftoff to be driven the walking oil cylinder by hydraulic system and realize that the stake machine carries out boots and advance, and then packs up supporting leg and falls, and shrink by hydraulic jack to pull the chassis to move ahead, and realize that through operation so repeatedly a machine moves ahead.
Get on the bus mast 5 is installed on 1, play frame oil cylinder 6, telescopic diagonal brace 7, hoist engine 8.
But play frame oil cylinder 6 and telescopic diagonal brace 7 automatic lifting masts 5, when the work of filling stake machine, play a frame oil cylinder 6 and stretch out, on telescopic diagonal brace, joint 13 stretches out, and after mast 5 was vertical, telescopic diagonal brace locking device 15 bearing pins inserted locking.When filling with a stake machine need to be shifted transportation the time, telescopic diagonal brace locking device 15 bearing pins are regained releases, play frame oil cylinder 6 and shrink, and on telescopic diagonal brace, joint 13 shrinks, and are after mast 5 is set level, that the joint 10 that folds back in a mast of joint 9 on mast is parallel, fill with a stake machine and enter travel position.
Operating principle and process:
Handle the stake position that walking mechanism makes a machine arrival hole complete, hoist engine 8 use suspension hooks are sling reinforcing cage, by working instruction, reinforcing cage is transferred in the hole, after complete, hoist engine 8 saves tremie pipe one with suspension hook and is installed in a hole, by operational procedure, after tremie pipe is connected, put the conveying bucket, concrete mixer is transferred concrete in the stake hole, as runs into mixed earth and stop up the material pipe, need to be with the hoist engine 8 then free releasing of certain altitude of slinging, until concrete all falls in a hole; After certain depth is filled up in the stake hole, need with hoist engine 8, tremie pipe to be sling, then the upper joint of dismantling, then allow concrete mixer transfer concrete, repeat this process, the stake hole progressively is filled, tremie pipe also and then one saves dismounting, until a hole is filled, tremie pipe is also removed totally, so far, the boring Concrete Grouting Pale is complete.Fill with the displacement of stake machine, repeat above work progress.
Claims (5)
1. fill with the stake machine for one kind, it is characterized in that, comprise chassis and the walking mechanism that is arranged on the below, chassis, be equipped with on the chassis and get on the bus, getting on the bus is equipped with hoist engine, mast and diagonal brace mechanism, and diagonal brace mechanism one end fixes with getting on the bus, the other end is connected with mast, and hoist engine is connected with mast.
2. filling according to claim 1 stake machine, it is characterized in that, described mast is the foldable trussed construction, comprises successively on the mast that connects in joint, mast saving under joint and mast, on mast, the joint place is equipped with the head pulley yoke, and the head pulley yoke is connected with hoist engine.
3. filling according to claim 1 stake machine, is characterized in that, described diagonal brace mechanism has comprised frame oil cylinder and telescopic diagonal brace, and a frame oil cylinder all is connected with mast with telescopic diagonal brace.
4. filling stake machine according to claim 1, is characterized in that, described walking mechanism is crawler type walking mechanism.
5. filling stake machine according to claim 1, is characterized in that, described walking mechanism is step moving mechanism.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100852350A CN103132508A (en) | 2013-03-15 | 2013-03-15 | Pile-filling machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100852350A CN103132508A (en) | 2013-03-15 | 2013-03-15 | Pile-filling machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103132508A true CN103132508A (en) | 2013-06-05 |
Family
ID=48492914
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013100852350A Pending CN103132508A (en) | 2013-03-15 | 2013-03-15 | Pile-filling machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103132508A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103276722A (en) * | 2013-06-13 | 2013-09-04 | 上海山顺土木工程技术有限公司 | Low-clearance pile frame and application method for same |
| WO2020097747A1 (en) * | 2018-11-12 | 2020-05-22 | 谢源 | Pile grouting machine for engineering construction |
| CN112323778A (en) * | 2020-09-27 | 2021-02-05 | 鹤山市厚积工程机械有限公司 | Intelligent pile filling machine operation process |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06257141A (en) * | 1993-03-08 | 1994-09-13 | Nkk Corp | Method for constructing foundation pile |
| CN202000349U (en) * | 2010-11-22 | 2011-10-05 | 郑州富岛机械设备有限公司 | Multifunctional hydraulic pile driver |
| CN102425165A (en) * | 2011-09-13 | 2012-04-25 | 李新桥 | Pile driver for embankment |
| CN202208923U (en) * | 2011-08-30 | 2012-05-02 | 毛杰 | Multifunctional extrusion filling pile machine |
| CN202706028U (en) * | 2012-08-31 | 2013-01-30 | 山东鑫国重机科技有限公司 | Multifunctional piling machine with rotary vertical shaft |
| CN203174611U (en) * | 2013-03-15 | 2013-09-04 | 山东鑫国重机科技有限公司 | Pile pouring machine |
-
2013
- 2013-03-15 CN CN2013100852350A patent/CN103132508A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06257141A (en) * | 1993-03-08 | 1994-09-13 | Nkk Corp | Method for constructing foundation pile |
| CN202000349U (en) * | 2010-11-22 | 2011-10-05 | 郑州富岛机械设备有限公司 | Multifunctional hydraulic pile driver |
| CN202208923U (en) * | 2011-08-30 | 2012-05-02 | 毛杰 | Multifunctional extrusion filling pile machine |
| CN102425165A (en) * | 2011-09-13 | 2012-04-25 | 李新桥 | Pile driver for embankment |
| CN202706028U (en) * | 2012-08-31 | 2013-01-30 | 山东鑫国重机科技有限公司 | Multifunctional piling machine with rotary vertical shaft |
| CN203174611U (en) * | 2013-03-15 | 2013-09-04 | 山东鑫国重机科技有限公司 | Pile pouring machine |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103276722A (en) * | 2013-06-13 | 2013-09-04 | 上海山顺土木工程技术有限公司 | Low-clearance pile frame and application method for same |
| CN103276722B (en) * | 2013-06-13 | 2016-05-04 | 上海山顺土木工程技术有限公司 | A kind of low clearance pile frame and using method thereof |
| WO2020097747A1 (en) * | 2018-11-12 | 2020-05-22 | 谢源 | Pile grouting machine for engineering construction |
| CN112323778A (en) * | 2020-09-27 | 2021-02-05 | 鹤山市厚积工程机械有限公司 | Intelligent pile filling machine operation process |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103195076B (en) | Muddy Bottoms deep-excavation tower crane foundation construction method | |
| CN103510529B (en) | Steel hanging box system for underwater high-rise pile cap construction and construction technology thereof | |
| CN103741657B (en) | The construction method of large-sized multifunction waterborne traffic accident | |
| CN104471177B (en) | Rotary bucket rig | |
| CN103924585B (en) | The construction method of wind-powered electricity generation socketed pile | |
| CN203403418U (en) | Steel casing double-layer guide frame structure | |
| CN201915824U (en) | Truck-mounted rotary drilling rig with construction function of diaphragm wall | |
| CN102995632A (en) | Cast-in-situ bored pile technique | |
| CN102720186B (en) | Underwater once pouring method for variable cross-section bored cast-in-place pile | |
| CN105178861A (en) | Drilling hole enlarging mechanism | |
| CN101962946A (en) | Method for arranging hoisting points and floating-supported conduit frame with skirt pile sleeves | |
| CN103174131A (en) | Underground engineering guiding-cavity-excavating small-diameter pile construction complete equipment system | |
| CN103132508A (en) | Pile-filling machine | |
| CN102926388B (en) | Earth moving method for deep foundation pit excavation | |
| CN205857173U (en) | A kind of Novel steel casing sheath applying bored concrete pile on the water | |
| CN109024660B (en) | Pile foundation dismantling method for offshore foundation and offshore foundation dismantling method | |
| CN202401769U (en) | Detachable concrete cloth machine for self-elevating creeping formwork system | |
| CN202144598U (en) | Sunk type underground structure | |
| CN102425168A (en) | Asymmetric walking type walking chassis for SMW (soil mixing wall) method pile driver | |
| CN203174611U (en) | Pile pouring machine | |
| CN108118728B (en) | Efficient soil excavating device and method for special-shaped deep foundation pit | |
| CN110670583A (en) | Construction method of manual hole digging pile | |
| CN113356179B (en) | Treatment method of hydraulic structure foundation | |
| CN102704952A (en) | Self-propelled tunnel grouting trolley | |
| CN206941596U (en) | A kind of shoulder pole boom device for lifting steel reinforcement cage |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20130605 |