CN108265716A - One kind can tuning multifunction vibration plant stake device and its construction method - Google Patents
One kind can tuning multifunction vibration plant stake device and its construction method Download PDFInfo
- Publication number
- CN108265716A CN108265716A CN201611259455.0A CN201611259455A CN108265716A CN 108265716 A CN108265716 A CN 108265716A CN 201611259455 A CN201611259455 A CN 201611259455A CN 108265716 A CN108265716 A CN 108265716A
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- mast
- steel pipe
- vibration
- tuning
- pile
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- 238000010276 construction Methods 0.000 title claims abstract description 47
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 62
- 239000010959 steel Substances 0.000 claims abstract description 62
- 239000002689 soil Substances 0.000 claims description 11
- 239000004568 cement Substances 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 7
- 238000005553 drilling Methods 0.000 claims description 4
- 229910000754 Wrought iron Inorganic materials 0.000 claims description 2
- 239000002131 composite material Substances 0.000 claims description 2
- 230000006978 adaptation Effects 0.000 abstract description 2
- 241000196324 Embryophyta Species 0.000 description 15
- 239000011083 cement mortar Substances 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/18—Placing by vibrating
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
One kind can tuning multifunction vibration plant stake device, described device include aircraft nose, mast, vibration hammer, steel pipe and prefabricated pile, fore-stock, Auxiliary support, crawler type host, after-poppet, counterweight, main winch, adjustable intermediate support, driver's cabin, inclinometer.The aircraft nose is mounted on mast top, it is connected by master winch system with crawler type host, the mast is connected by adjustable intermediate support system with crawler type host, and it is arranged at an angle, the vibration hammer is mounted on mast, the pulley on aircraft nose top is connected by steel wire rope, steel wire rope drives vibration hammer to be moved on the sliding rail of mast, and the steel pipe and prefabricated pile are clamped on vibration hammer.It is an advantage of the invention that：Easy construction, flow is simple, at low cost；Pile body construction length is deep, and effect is fast；Swivel base and adjustable intermediate support design can meet planar 360 degree, oblique 15 °~90 ° random angle constructions, wide adaptation range.
Description
Technical field
The invention belongs to base pit engineering technical fields, and in particular to one kind can tuning multifunction vibration plant and stake device and its apply
Work method.
Background technology
The beaer that steel pipe combination soil cement is formed is widely used in building engineering field, and construction method is usually
Steel pipe is first inserted by soil body predetermined depth using slotting steel pipe mechanical, is then injected using grouting equipment to steel pipe bottom a certain amount of
Cement mortar makes it form soil cement enlarged body in steel pipe bottom a certain range, and then forms the steel pipe with certain bearing capacity
Soil cement beaer.When soil strength is excessively high, and steel pipe is inserted into difficult, need to first carry out that drilling power traction hole is used to rub to reduce the soil body
Resistance is wiped, steel pipe is then inserted into soil body predetermined depth with slotting steel pipe mechanical, is then injected using grouting equipment to steel pipe bottom
A certain amount of cement mortar makes it form soil cement enlarged body in steel pipe bottom a certain range, and then is formed to have and centainly carry energy
The steel pipe soil cement beaer of power.It can be seen that the construction process of conventional method is cumbersome, it is related to a variety of construction equipments, construction efficiency
Low, of high cost, bearing capacity ability is small.
Invention content
According to the deficiencies of the prior art described above, It is an object of the present invention to provide one kind can the plant stake of tuning multifunction vibration
Device and its construction method, easy construction, flow is simple, and it is few to be related to construction equipment, at low cost；Pile body construction length is deep, effect
Soon；Swivel base and adjustable intermediate support design can meet planar 360 degree, and oblique 15 °~90 ° random angle constructions adapt to model
It encloses wide.
The object of the invention realization is completed by following technical scheme：
One kind can tuning multifunction vibration plant stake device, described device includes aircraft nose, mast, vibration hammer, steel pipe and pre-
Stake processed, fore-stock, Auxiliary support, crawler type host, after-poppet, counterweight, main winch, adjustable intermediate support, driver's cabin, angle
Instrument etc., the aircraft nose are mounted on mast top, are connected by main winch with crawler type host, and the mast is by can
Intermediate supports is adjusted to be connected with crawler type host, and be arranged at an angle, the vibration hammer is mounted on mast, passes through steel wire rope
The pulley on aircraft nose top is connected, steel wire rope drives vibration hammer to be moved on the sliding rail of mast, the steel pipe and prefabricated pile holder
It holds on vibration hammer, the fore-stock, after-poppet are separately mounted on crawler type host on front and back position, and the counterweight is placed on
On crawler type host, play the role of balancing drilling machine.
The vibration hammer clamping steel pipe and the size of prefabricated pile are in 300~1200mm.
There is sliding rail on the mast, sliding rail is round rod iron.
There is pulley on the aircraft nose.
The mast is connected, and be arranged at an angle by adjustable intermediate support system with crawler body, angle for 15 °~
90°。
Inclinometer is installed on the mast.
The device is adapted to construction steel pipe, pile pile, steel pipe composite pile, precast construction engineering pile.
For described device when being constructed, the vibration hammer holds steel pipe and prefabricated pile, in vibration hammer hydraulic pressurization
Under impact, the steel pipe and prefabricated pile sink to the soil body, and its step are as follows：
1) smooth construction site releases real sample according to construction drawing；
2) start can tuning multifunction vibration plant stake device, device moves to the foundation pit enclosure structure region constructed；
3) jet grouting pile driving machine is in place, and turn on the power device, according to a real sample piece cement mixing method of oblique construction；
4) can tuning multifunction vibration plant stake device it is in place, according to construction drawing require adjust mast angle, and will auxiliary
Support is opened, it is made to be tight contacted between with construction surface, stiffening device balance quality makes it meet construction requirement；
5) pedrail crane is in place, and steel pipe and prefabricated pile are sling and are placed on device mast, and vibration hammer adjusts clamper will
Steel pipe and prefabricated pile clamp；
6) start Power Component, steel pipe and prefabricated pile are pressed into predeterminated position by vibration hammer pressurization and vibration by construction requirement；
7) after steel pipe and prefabricated pile sink to predetermined depth, the connection of vibration hammer and steel pipe is disengaged, vibration hammer is in master file
Under the pulling for raising machine steel wire rope, resetted along mast guide rail；
8) can tuning multifunction vibration plant stake device and move to next group of construction, repeat step 3~step 7 and construct next steel
Pipe and prefabricated pile.
It is an advantage of the invention that：
It is 2 times of conventional piles machine speed of application, construction efficiency is high, at low cost 1. pile sinking speed is fast.
2. swivel base and adjustable intermediate support design can meet planar 360 degree, oblique 15 °~90 ° random angles are constructed,
Wide adaptation range.
3. vibration hammer clamping range adapts to the various steel pipes of 300~1200mm, the precast constructions stake such as pile pile, bamboo joint pile.
Description of the drawings
Fig. 1 is can tuning multifunction vibration plant stake schematic device
Behind 1 aircraft nose, 2 masts, 3 vibration hammers, 4 steel pipes and prefabricated pile, 5 fore-stocks, 6 Auxiliary supports, 7 crawler type hosts, 8
Stent, 9 counterweights, 10 main winch, 11 adjustable intermediate supports, 12 driver's cabins, 13 inclinometers, 14 sliding rails, 15 guide rails
Fig. 2 is can the oblique steel pipe schematic diagram of tuning multifunction vibration plant stake device construction
16 can tuning multifunction vibration plant stake device, 17 foundation pit enclosure structures, 18 cement mixing methods
Specific embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.The present embodiment is with technical solution of the present invention
Premised on implemented, give detailed embodiment and specific operating process, but protection scope of the present invention is not limited to
Following embodiments.
Embodiment
As shown in Figure 1, one kind can tuning multifunction vibration plant stake device 16, described device includes aircraft nose 1, mast 2, shakes
Dynamic hammer 3, steel pipe and prefabricated pile 4, fore-stock 5, Auxiliary support 6, crawler type host 7, after-poppet 8, counterweight 9, main winch 10, can
Adjust intermediate supports 11, driver's cabin 12, inclinometer 13, the aircraft nose 1 be mounted on 2 top of mast, by main winch 10 with
Crawler type host 7 is connected, and the mast 2 is connected, and angled cloth by adjustable intermediate support 11 with crawler type host 10
It puts, the vibration hammer 3 is mounted on mast 2, and the pulley 15 on 1 top of aircraft nose is connected by steel wire rope, and steel wire rope drive is shaken
Dynamic hammer moves on the sliding rail of mast, and the steel pipe and prefabricated pile are clamped on vibration hammer, the fore-stock, after-poppet difference
On front and back position on crawler type host, the counterweight is placed on crawler type host, plays the role of balancing drilling machine.
It is according to the present invention it is a kind of can tuning multifunction vibration plant the construction method of stake device 16, its step are as follows：
1) smooth construction site releases real sample according to construction drawing；
2) start can tuning multifunction vibration plant stake device 16, device moves to 17th area of foundation pit enclosure structure to have constructed
Domain；
3) jet grouting pile driving machine is in place, and turn on the power device, according to a real sample piece cement mixing method 18 of oblique construction；
4) can tuning multifunction vibration to plant stake device 16 in place, required to adjust mast angle, and will be auxiliary according to construction drawing
Support 6 is helped to open, it is made to be tight contacted between with construction surface, stiffening device balance quality makes it meet construction requirement；
5) pedrail crane is in place, and steel pipe and prefabricated pile 4 are sling and are placed on device mast 2, and vibration hammer 3 adjusts clamper
Steel pipe and prefabricated pile 4 are clamped；
6) start Power Component, steel pipe and prefabricated pile 4 are pressed into predeterminated position by 3 pressurization and vibration of vibration hammer by construction requirement；
7) after steel pipe and prefabricated pile 4 sink to predetermined depth, the connection of vibration hammer 3 and steel pipe and prefabricated pile 4 is disengaged, is shaken
Dynamic hammer 3 resets under the pulling of 10 steel wire rope of main winch system along 2 guide rail of mast；
8) can tuning multifunction vibration plant stake device 16 and move to next group of construction, repeat step 3~step 7 and construct next
Steel pipe and prefabricated pile 4.
Claims (8)
1. one kind can tuning multifunction vibration plant stake device, described device includes aircraft nose, mast, vibration hammer, steel pipe and prefabricated
Stake, fore-stock, Auxiliary support, crawler type host, after-poppet, counterweight, main winch, adjustable intermediate support, driver's cabin, angle
Instrument, the aircraft nose are mounted on mast top, are connected by main winch with crawler type host, the mast passes through adjustable
Intermediate supports are connected with crawler type host, and are arranged at an angle, and the vibration hammer is mounted on mast, is connected by steel wire rope
The pulley on aircraft nose top is connect, steel wire rope drives vibration hammer to be moved on the sliding rail of mast, the steel pipe and prefabricated holder for pile
On vibration hammer, the fore-stock, after-poppet are separately mounted on crawler type host on front and back position, and the counterweight is placed on shoe
On belt host, play the role of balancing drilling machine.
2. one kind according to claim 1 can tuning multifunction vibration plant stake device, which is characterized in that the vibration hammer
The size of steel pipe and prefabricated pile is clamped in 300~1200mm.
3. one kind according to claim 1 can tuning multifunction vibration plant stake device, which is characterized in that have on the mast
Sliding rail, sliding rail are round rod iron.
4. one kind according to claim 1 can tuning multifunction vibration plant stake device, which is characterized in that on the aircraft nose
There is pulley.
5. one kind according to claim 1 can tuning multifunction vibration plant stake device, which is characterized in that the mast passes through
Adjustable intermediate support system is connected with crawler body, and is arranged at an angle, and angle is 15 °~90 °.
6. one kind according to claim 1 can tuning multifunction vibration plant stake device, which is characterized in that on the mast
Inclinometer is installed.
7. one kind according to claim 1 can tuning multifunction vibration plant stake device, which is characterized in that the device
It is adapted to construction steel pipe, pile pile, steel pipe composite pile, precast construction engineering pile.
8. it is piece according to claim 1 it is a kind of can tuning multifunction vibration plant the construction method of stake device, which is characterized in that
For described device when being constructed, the vibration hammer holds steel pipe and prefabricated pile, under the impact of vibration hammer hydraulic pressurization, institute
It states steel pipe and prefabricated pile sinks to the soil body, its step are as follows：
1) smooth construction site releases real sample according to construction drawing；
2) start can tuning multifunction vibration plant stake device, device moves to the foundation pit enclosure structure region constructed；
3) jet grouting pile driving machine is in place, and turn on the power device, according to a real sample piece cement mixing method of oblique construction；
4) can tuning multifunction vibration to plant stake device in place, required to adjust mast angle, and by Auxiliary support according to construction drawing
It opens, it is made to be tight contacted between with construction surface, stiffening device balance quality makes it meet construction requirement；
5) pedrail crane is in place, and steel pipe and prefabricated pile are sling and are placed on device mast, and vibration hammer adjusts clamper by steel pipe
And prefabricated pile clamps；
6) start Power Component, steel pipe and prefabricated pile are pressed into predeterminated position by vibration hammer pressurization and vibration by construction requirement；
7) after steel pipe and prefabricated pile sink to predetermined depth, the connection of vibration hammer and steel pipe is disengaged, vibration hammer is in main winch
Under the pulling of steel wire rope, resetted along mast guide rail；
8) can tuning multifunction vibration plant stake device and move to next group of construction, repeat step 3~step 7 construct next steel pipe and
Prefabricated pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611259455.0A CN108265716A (en) | 2016-12-30 | 2016-12-30 | One kind can tuning multifunction vibration plant stake device and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611259455.0A CN108265716A (en) | 2016-12-30 | 2016-12-30 | One kind can tuning multifunction vibration plant stake device and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108265716A true CN108265716A (en) | 2018-07-10 |
Family
ID=62753630
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611259455.0A Pending CN108265716A (en) | 2016-12-30 | 2016-12-30 | One kind can tuning multifunction vibration plant stake device and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108265716A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110344414A (en) * | 2019-07-12 | 2019-10-18 | 刘建军 | A kind of pilot hole plant stake piling all-in-one machine |
| CN112323796A (en) * | 2020-11-13 | 2021-02-05 | 中建三局集团有限公司 | Inclined precast pile construction device and construction method thereof |
| CN114277800A (en) * | 2021-12-29 | 2022-04-05 | 胡晓琳 | Auxiliary device for placing in steel reinforcement cage hole of rotary digging pile for building construction |
| CN114438999A (en) * | 2022-03-01 | 2022-05-06 | 江苏建院营造股份有限公司 | Intelligent composite supporting method and system for deep foundation pit with strong support |
| CN114790738A (en) * | 2022-04-24 | 2022-07-26 | 广州市建筑科学研究院集团有限公司 | Foundation pit supporting construction device and method based on assembled large-diameter tubular piles |
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| CN102644269A (en) * | 2012-05-04 | 2012-08-22 | 朱建新 | Non-earth-borrowing composite pile and construction method thereof |
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| CN101205728A (en) * | 2007-12-15 | 2008-06-25 | 徐州鹏达科技有限公司 | Endless-tracked multifunctional rotary excavating driller |
| CN101581097A (en) * | 2009-05-22 | 2009-11-18 | 中交第一航务工程局有限公司 | Vibration sinking technology method of large-sized combined steel plate pile |
| CN102383431A (en) * | 2011-04-21 | 2012-03-21 | 上海城地建设发展有限公司 | Sinking device and novel sinking method of center dug prestressed centrifuge pipe pile (square pile) |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110344414A (en) * | 2019-07-12 | 2019-10-18 | 刘建军 | A kind of pilot hole plant stake piling all-in-one machine |
| CN112323796A (en) * | 2020-11-13 | 2021-02-05 | 中建三局集团有限公司 | Inclined precast pile construction device and construction method thereof |
| CN114277800A (en) * | 2021-12-29 | 2022-04-05 | 胡晓琳 | Auxiliary device for placing in steel reinforcement cage hole of rotary digging pile for building construction |
| CN114277800B (en) * | 2021-12-29 | 2023-10-20 | 浙江培华建设集团有限公司 | Auxiliary equipment for placing in rotary pile reinforcement cage hole for building construction |
| CN114438999A (en) * | 2022-03-01 | 2022-05-06 | 江苏建院营造股份有限公司 | Intelligent composite supporting method and system for deep foundation pit with strong support |
| CN114790738A (en) * | 2022-04-24 | 2022-07-26 | 广州市建筑科学研究院集团有限公司 | Foundation pit supporting construction device and method based on assembled large-diameter tubular piles |
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