CN101381995A - Fast excavation system and excavation method - Google Patents
Fast excavation system and excavation method Download PDFInfo
- Publication number
- CN101381995A CN101381995A CNA2007100711696A CN200710071169A CN101381995A CN 101381995 A CN101381995 A CN 101381995A CN A2007100711696 A CNA2007100711696 A CN A2007100711696A CN 200710071169 A CN200710071169 A CN 200710071169A CN 101381995 A CN101381995 A CN 101381995A
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- track
- upper strata
- lower floor
- excavator
- pile foundation
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- 238000000034 method Methods 0.000 title claims abstract description 10
- 238000009412 basement excavation Methods 0.000 title 2
- 238000010276 construction Methods 0.000 abstract description 6
- 238000009795 derivation Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 3
- 230000000295 complement effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention relates to a system for quick digging after completion of pile foundation and a digging method, and the system consists of an upper layer of a track, a lower layer of a track and a digging machine. The bottom of the upper layer of the track is provided with an idler wheel which is positioned on the lower layer of the track, the lower layer of the track is arranged on the pile foundation, and the bottom of the digging machine is provided with an idler wheel which is positioned on the upper layer of the track. The device has the advantages: 1. having novel, unique, simple and practical structural design; 2. avoiding the problems of derivation, breakage and damage of the pile foundation caused by directly applying the digging machine to a construction site of the pile foundation so as to fundamentally ensure safety in a process of digging of the pile foundation, ensure construction quality and make clear responsibility of construction dispute; and 3. having high digging efficiency and low cost to ensure construction period.
Description
Technical field
The present invention relates to a kind of pile foundation completion back shoveling system and shoveling method of being used for, belong to building engineering equipment and make the field.
Background technology
After the existing pile foundation completion, when needing to cut the earth, drive excavator into the pile foundation building site and cut the earth.Its weak point: during owing to shoveling, pile foundation is in separate state, has no backing each other, and the soil property situation around the pile foundation is very complicated again, and what have is very soft, belongs to soft foundation.When excavator enters the shoveling of pile foundation building site, because the weight of excavator self is very heavy, walks in addition and cut the earth, it is improper therefore to cause inevitably owing to cutting the earth, and causes pile tube off normal, breakage and damage.
Summary of the invention
Purpose of design: avoid the weak point in the background technology, design a kind of when pile foundation completion, when excavator is cut the earth, excavator itself do not contact with the pile foundation ground of being cut the earth and can be fast, convenient and safe the freedom quick shoveling system and the shoveling method of cutting the earth in the building site of being cut the earth.
Design scheme: in order to realize above-mentioned purpose of design.1, the design of double-deck track is one of feature of the present invention.Lower floor's track of this bilayer track constitutes by two or many, be installed in the top of pile foundation during construction and as the orbit of upper strata track, the upper strata track constitutes by two or many and the back side of upper strata track or plate is provided with roller, and this roller and lower layer track road rail level are complementary and operate on lower floor's track.The purpose of doing like this is: the upper strata track is moved freely along lower floor's track.2, the upper strata track is provided with the design that roller and excavator are positioned at the upper strata track, is two of feature of the present invention.The purpose of doing like this is: the excavator that is positioned on the track of upper strata both can be along upper strata track front and back or move left and right, again can be by upper strata track moving on lower floor's track, realize excavator about or move forward and backward, thereby make excavator realize comprehensive shoveling to the pile foundation face by upper and lower track, not only efficient is high, and can not produce any infringement to pile foundation, can not produce the problem of the biased position of stake.
Technical scheme 1: the system of fast cutting the earth is made of upper strata track, lower floor's track and excavator, and track bottom in upper strata is equipped with roller and is positioned on lower floor's track, and lower floor's track is installed on the pile foundation, and the excavator bottom is equipped with roller and is positioned on the track of upper strata.
Technical scheme 2: the shoveling method of the system of fast cutting the earth, lower floor's track is installed in the end face of concrete pile tube, the upper strata track is positioned on lower floor's track and is removable, when the upper strata track drives the same moved further of excavator before and after the lower floor track or move left and right the time, this moment, excavator itself did not move, after the track running fix of upper strata, excavator is along about the track of upper strata or move forward and backward.
The present invention compares with background technology, and the one, structure design novelty, uniqueness, simple, practical; The 2nd, avoided excavator directly to enter the pile foundation building site and the pile foundation off normal that causes, breakage and damage, from guaranteed pile foundation shoveling process safe at all, guaranteed workmanship, the clear and definite responsibility of engineering dispute; The 3rd, shoveling efficient height, cost are low, have guaranteed construction period.
Description of drawings
Fast the cut the earth structural representation of system of Fig. 1.
Fig. 2 is the side-looking structural representation of Fig. 1.
Fig. 3 is the plan structure schematic diagram of Fig. 1.
The specific embodiment
Embodiment 1: with reference to accompanying drawing 1～3.Quick shoveling system is characterized in that being made of upper strata rail 1, lower floor's track 3 and excavator 5, and the processing and fabricating of upper strata track 1 and layer track 3 is a prior art, is not described herein at this.Roller 2 is equipped with in track 1 bottom in upper strata, and the processing and fabricating of this roller is a prior art, is not described herein at this.Roller 2 be positioned on lower floor's track 3 and along lower floor's track 3 can before and after or move left and right, lower floor's track 3 is positioned at the end face of (be connected to or be installed in) concrete pile tube 4, excavator 5 is a prior art, and its bottom is equipped with roller 2 and is positioned on the upper strata track 1, and purpose is along upper strata track 1 front and back or move left and right.
Embodiment 2: on the basis of embodiment 1, upper strata track 1 can be two tracks or many tracks, if track, the road wheel of its excavator 5 must be the roller that is complementary with track, if the upper strata track is a lath, then the road wheel of excavator 5 can be tire or crawler belt.Lower floor's track 3 can be two tracks or many tracks, and its upper strata track 1 by the roller operation thereon.
Embodiment 3: on the basis of embodiment 1, with reference to accompanying drawing 3.The shoveling method of quick shoveling system, lower floor's track 3 is installed in the end face of concrete pile tube 4, the upper strata track is positioned on lower floor's track and is removable, (1) when the roller at upper strata track 1 back side time along lower floor's track 3 front and back or move left and right, upper strata track 1 drives excavator 5 synchronous front and back or the move left and right that are positioned at it, this moment, excavator 5 itself did not move, and was that the mobile drive excavator 5 by upper strata track 1 moves; After 1 running fix of upper strata track, excavator 5 is along upper strata track (or lath) front and back or move left and right.
What need understand is: though the foregoing description is to the present invention's detailed explanation of contrasting; but these explanations, just to simple declaration of the present invention, rather than limitation of the present invention; any innovation and creation that do not exceed in the connotation of the present invention all fall within the scope of protection of the present invention.
Claims (5)
1, a kind of quick shoveling system is characterized in that being made of upper strata track, lower floor's track and excavator, and track bottom in upper strata is equipped with roller and is positioned on lower floor's track, and lower floor's track is installed on the pile foundation, and the excavator bottom is equipped with roller and is positioned on the track of upper strata.
2, quick shoveling according to claim 1 system, it is characterized in that: lower floor's track is positioned at the end face of concrete pile tube.
3, quick shoveling according to claim 1 system, it is characterized in that: the upper strata track can be two tracks or many tracks.
4, quick shoveling according to claim 1 system, it is characterized in that: lower floor's track can be two tracks or many tracks.
5, the shoveling method of a kind of quick shoveling system, it is characterized in that: lower floor's track is installed in the end face of concrete pile tube, the upper strata track is positioned on lower floor's track and is removable, when the upper strata track drives the same moved further of excavator before and after the lower floor track or move left and right the time, this moment, excavator itself did not move, after the track running fix of upper strata, excavator is along about the track of upper strata or move forward and backward.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007100711696A CN101381995B (en) | 2007-09-17 | 2007-09-17 | Fast excavation system and excavation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007100711696A CN101381995B (en) | 2007-09-17 | 2007-09-17 | Fast excavation system and excavation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101381995A true CN101381995A (en) | 2009-03-11 |
| CN101381995B CN101381995B (en) | 2011-08-10 |
Family
ID=40462025
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2007100711696A Active CN101381995B (en) | 2007-09-17 | 2007-09-17 | Fast excavation system and excavation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101381995B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105002950A (en) * | 2015-07-14 | 2015-10-28 | 周兆弟 | Multi-directional sliding rail system used for excavator |
| CN105002947A (en) * | 2015-07-14 | 2015-10-28 | 周兆弟 | Soil material transmission mechanism for excavating machinery |
| CN105019504A (en) * | 2015-07-14 | 2015-11-04 | 周兆弟 | Multi-directional rail system for soil digging of excavator |
| CN105019505A (en) * | 2015-07-14 | 2015-11-04 | 周兆弟 | Three-dimensional digging system |
| CN105019488A (en) * | 2015-07-14 | 2015-11-04 | 周兆弟 | Frame-type excavation system |
| CN105297559A (en) * | 2015-07-14 | 2016-02-03 | 周兆弟 | Continuous excavation system |
| WO2017008465A1 (en) * | 2015-07-14 | 2017-01-19 | 周兆弟 | Three-dimensional excavation system |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1103300C (en) * | 1998-12-12 | 2003-03-19 | 冯景春 | Pile-track slide vehicle |
| CN2470085Y (en) * | 2000-03-08 | 2002-01-09 | 重庆市开县星星建材有限责任公司 | Hot-pressing machine for producing hollow board and rolling conveying apparatus |
| CN201137147Y (en) * | 2007-09-17 | 2008-10-22 | 周兆弟 | Quick shoveling system |
-
2007
- 2007-09-17 CN CN2007100711696A patent/CN101381995B/en active Active
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105002950A (en) * | 2015-07-14 | 2015-10-28 | 周兆弟 | Multi-directional sliding rail system used for excavator |
| CN105002947A (en) * | 2015-07-14 | 2015-10-28 | 周兆弟 | Soil material transmission mechanism for excavating machinery |
| CN105019504A (en) * | 2015-07-14 | 2015-11-04 | 周兆弟 | Multi-directional rail system for soil digging of excavator |
| CN105019505A (en) * | 2015-07-14 | 2015-11-04 | 周兆弟 | Three-dimensional digging system |
| CN105019488A (en) * | 2015-07-14 | 2015-11-04 | 周兆弟 | Frame-type excavation system |
| CN105297559A (en) * | 2015-07-14 | 2016-02-03 | 周兆弟 | Continuous excavation system |
| WO2017008465A1 (en) * | 2015-07-14 | 2017-01-19 | 周兆弟 | Three-dimensional excavation system |
| CN105002947B (en) * | 2015-07-14 | 2017-09-15 | 周兆弟 | Excavator earth material transmission mechanism |
| CN105002950B (en) * | 2015-07-14 | 2018-08-24 | 周兆弟 | Multidirectional slide type rail system for excavator |
| CN105019505B (en) * | 2015-07-14 | 2018-09-14 | 周兆弟 | Three-dimensional digging system |
| CN105019504B (en) * | 2015-07-14 | 2019-01-08 | 周兆弟 | The multidirectional rail system cut the earth for excavator |
| CN105019488B (en) * | 2015-07-14 | 2019-08-27 | 周兆弟 | Frame-type digging system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101381995B (en) | 2011-08-10 |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: ZHEJIANG GUOTAI CONSTRUCTION GROUP CO., LTD. Free format text: FORMER OWNER: ZHOU ZHAODI Effective date: 20110504 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhou Zhaodi Inventor after: Hong Changhua Inventor before: Zhou Zhaodi |
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| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 310017 ROOM 2002, UNIT 5, LVYUAN YINXINGYUAN, QIUSHI ROAD, HANGZHOU CITY, ZHEJIANG PROVINCE TO: 311200 NO. 398, JINHUI ROAD, BEIGAN SUBDISTRICT, XIAOSHAN DISTRICT, HANGZHOU CITY, ZHEJIANG PROVINCE Free format text: CORRECT: INVENTOR; FROM: ZHOU ZHAODI TO: ZHOU ZHAODI HONG CHANGHUA |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20110504 Address after: Hangzhou City, Zhejiang province Xiaoshan District 311200 North Street, No. 398 gold Applicant after: Zhejiang Guotai Construction Group Co., Ltd. Address before: Hangzhou Luyuan Ginkgo Garden Road is the 310017 city in Zhejiang province 5 unit 2002 room Applicant before: Zhou Zhaodi |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |