CN108560561A - A kind of collection Support of Foundation Pit Excavation and it is lifted on integrated mechanical equipment - Google Patents
A kind of collection Support of Foundation Pit Excavation and it is lifted on integrated mechanical equipment Download PDFInfo
- Publication number
- CN108560561A CN108560561A CN201810336657.3A CN201810336657A CN108560561A CN 108560561 A CN108560561 A CN 108560561A CN 201810336657 A CN201810336657 A CN 201810336657A CN 108560561 A CN108560561 A CN 108560561A
- Authority
- CN
- China
- Prior art keywords
- foundation pit
- lifted
- mechanical equipment
- integrated
- collection support
- 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.)
- Withdrawn
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
Abstract
A kind of collection Support of Foundation Pit Excavation and it is lifted on integrated mechanical equipment, constructed for city integrated piping lane.The organic machine of three gantry cranes is combined with girder steel, forms rectangular frame, iron plate is installed at surrounding and top；It is moved on spandrel girder by skid beam and is hung to precast concrete module in foundation pit from ground；Universal driving wheel is installed under three gantry crane column legs；On the ground, remaining four groups of driving wheel is in foundation pit for two groups of driving wheels of foremost；Vibration hammer is arranged in the front end of equipment, and fender pile is squeezed into below ground before excavation；Equipment using runner bucket continuously excavate and transported the soil dug out with conveyer belt；It is sieved equipped with electronic dregs in transmission end of tape, screening sorting processing is carried out to dregs；The crane column leg of back is articulated and connected with main body, can together be removed related column leg in turning.
Description
One, technical field
The present invention relates to a kind of mechanical equipment, the grooving of collection underground pipe gallery foundation pit, branch in the enclosed space can be realized
Crater wall function is protected in one, and the function of concrete pipe gallery module can be lifted simultaneously.
Two, technical background
Currently, conventional underground pipe gallery construction all uses excavator to excavate bright ditch, fender pile supporting crater wall is manually laid, then
Using the form of construction work of crane lifting precast concrete module.Common process excavates bright ditch using excavator influences environment, work
Efficiency has low；Artificial laying fender pile needs multi agent cooperation that could complete；Crane lifting operation needs Special crane parking stall, occupies construction
Place is unfavorable for the construction operation in urban congestion region.
Three, invention content
Problem to be solved：
It is an object of the present invention to provide a kind of mechanical equipments, construct for city integrated piping lane.For realize its function need solve with
Lower problem：1, it is to meet environmental requirement, needs to carry out excavation of foundation pit operation in the enclosed space, this requires equipment shapes to advise
It is whole, to install coffer；2, it is to reduce construction site, needs to carry out lifting operation using gantry crane；3, in order to ensure to set
It is standby to be moved forward according to installation progress, it needs that driving wheel is arranged；4, it is to guarantee smoothly by prefabricated piping lane module from ground
Face is hung in foundation pit, and equipment is needed to have supporting member in ground and foundation pit simultaneously；5, it is to ensure Excavation Process safety,
It needs to complete fender pile supporting operation before excavation；6, it is to improve excavation speed, needs to use " excavation-conveying " inline process
Carry out excacation；7, need the dregs Screening Treatment that will be dug out after the completion of lifting, using satisfactory dregs it is reserved as time
It bankets；8, foundation pit narrow space, equipment turning is inconvenient, needs to take measures to reduce equipment turning radius.
Solution
The object of the present invention is achieved like this, with girder steel by 3 gantry crane organic assemblings, forms rectangular frame, surrounding and
Top is installed by iron plate；Not only can be with closed operation region, but also Active workings can be saved；By skid beam, movement will be pre- on spandrel girder
Concrete modular processed is hung to from ground in foundation pit；One group of universal driving wheel is installed under each column leg of 3 gantry cranes, to realize
The mobile turning function of equipment；On the ground, remaining 4 groups of postposition driving wheel is placed in foundation pit preposition 2 groups of driving wheels, and height difference can be with
It is adjusted according to cutting depth；Vibration hammer is set in the front end of equipment, fender pile can be squeezed into ground while advancing
Hereinafter, carrying out security protection for follow-up excavation；The mud that equipment using runner bucket continuously excavate and will be dug out with conveyer belt
Soil transports immediately；It is sieved equipped with electronic dregs in transmission end of tape, screening sorting processing is carried out to dregs, satisfactory dregs stays
It is used as backfill down；2 groups of driving wheels of back are articulated and connected by column leg and main body, can related column leg is together in turning
It removes, only stays a pair of driving wheels in foundation pit, turning radius of the equipment in foundation pit can be reduced.
Four, it illustrates
Attached drawing 1 is a kind of collection Support of Foundation Pit Excavation and is lifted on integrated mechanical equipment front view；
Attached drawing 2 is a kind of collection Support of Foundation Pit Excavation and is lifted on integrated mechanical equipment top view；
Attached drawing 3 is a kind of collection Support of Foundation Pit Excavation and is lifted on integrated mechanical equipment side view；
Attached drawing 4 is a kind of collection Support of Foundation Pit Excavation and is lifted on integrated mechanical equipment axonometric drawing；
Attached drawing 5 is runner bucket enlarged drawing in Fig. 4；
In figure：1 girder steel；2 gantry cranes；3 skid beams；4 spandrel girders；The universal driving wheel of 5 postpositions；6 preposition universal driving wheels；7 vibrations
Hammer；8 runner buckets；9 conveyer belts；10 hinged links；11 electronic dregs sieves.
Five, specific implementation mode
In figure 4, the organic machine of three gantry cranes (2) is combined with girder steel (1), forms rectangular frame, surrounding and top
Portion is installed by iron plate；It is moved on spandrel girder (4) by skid beam (3) and is hung to installation module in foundation pit from ground；3 gantry cranes
(2) universal driving wheel is installed under column leg；On the ground, remaining four groups of postposition driving wheel (5) is in foundation pit for two groups of front driving wheels (6)
Interior, height difference can be adjusted according to cutting depth；Equipment front end setting vibration hammer (7), fender pile squeeze into ground with
Under, carry out security protection for follow-up excavation；Equipment using runner bucket (8) continuously excavate and will be dug out with conveyer belt (9)
Soil transport；It is equipped with electronic dregs in transmission end of tape and sieves (11), screening sorting processing, satisfactory slag are carried out to dregs
Soil gives over to backfill；The crane column leg of back is articulated and connected (10) with main body, can together be removed related column leg in turning,
It only stays a pair of driving wheels in foundation pit, reduces turning radius.
Claims (9)
1. a kind of collection Support of Foundation Pit Excavation and being lifted on integrated mechanical equipment；By gantry crane, skid beam, spandrel girder, universal drive
Driving wheel, vibration hammer, runner bucket, conveyer belt composition；Its characteristic use girder steel by three gantry cranes, vibration hammer, runner bucket,
Conveyer belt, electronic dregs sieve are integrated into a whole.
2. collection Support of Foundation Pit Excavation according to claim 1 and be lifted on integrated mechanical equipment, it is characterized in that surrounding and
It is closed with iron plate at top.
3. collection Support of Foundation Pit Excavation according to claim 1 and integrated mechanical equipment is lifted on, it is characterized in that using girder steel
Three gantry cranes are integrated into a whole.
4. collection Support of Foundation Pit Excavation according to claim 1 and integrated mechanical equipment is lifted on, it is characterized in that using girder steel
Vibration hammer and gantry crane are integrated into a whole.
5. collection Support of Foundation Pit Excavation according to claim 1 and integrated mechanical equipment is lifted on, it is characterized in that using girder steel
Runner bucket is integrated into a whole with gantry crane.
6. collection Support of Foundation Pit Excavation according to claim 1 and integrated mechanical equipment is lifted on, it is characterized in that conveyer belt
It is integrated into a whole with gantry crane.
7. collection Support of Foundation Pit Excavation according to claim 1 and integrated mechanical equipment is lifted on, it is characterized in that by electronic
Dregs sieve is integrated into a whole with gantry crane.
8. collection Support of Foundation Pit Excavation according to claim 1 and integrated mechanical equipment is lifted on, it is characterized in that front two
A driving wheel has height difference with remaining four groups.
9. collection Support of Foundation Pit Excavation according to claim 1 and integrated mechanical equipment is lifted on, it is characterized in that rear portion two
A driving wheel supporting leg is articulated and connected with main body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810336657.3A CN108560561A (en) | 2018-04-16 | 2018-04-16 | A kind of collection Support of Foundation Pit Excavation and it is lifted on integrated mechanical equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810336657.3A CN108560561A (en) | 2018-04-16 | 2018-04-16 | A kind of collection Support of Foundation Pit Excavation and it is lifted on integrated mechanical equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108560561A true CN108560561A (en) | 2018-09-21 |
Family
ID=63535153
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810336657.3A Withdrawn CN108560561A (en) | 2018-04-16 | 2018-04-16 | A kind of collection Support of Foundation Pit Excavation and it is lifted on integrated mechanical equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108560561A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113404051A (en) * | 2021-06-29 | 2021-09-17 | 中国建筑第八工程局有限公司 | Lateral soil pouring equipment for height-limited space in foundation pit and foundation pit earthwork excavation method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5040921A (en) * | 1989-10-13 | 1991-08-20 | Torok Frank J | Segmented tunnel system |
| CN105714851A (en) * | 2016-02-29 | 2016-06-29 | 济南轨道交通集团有限公司 | Integrated construction device for assembly type underground diaphragm wall or precast pile and cast-in-place underground station and construction method adopting same |
| CN106088149A (en) * | 2016-08-05 | 2016-11-09 | 中交第二航务工程局有限公司 | A kind of mechanization rapid constructing method of precast splice type underground gallery |
| CN107724425A (en) * | 2017-09-19 | 2018-02-23 | 中建科技有限公司深圳分公司 | The mechanized construction equipment and construction method of a kind of prefabricated pipe gallery |
-
2018
- 2018-04-16 CN CN201810336657.3A patent/CN108560561A/en not_active Withdrawn
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5040921A (en) * | 1989-10-13 | 1991-08-20 | Torok Frank J | Segmented tunnel system |
| CN105714851A (en) * | 2016-02-29 | 2016-06-29 | 济南轨道交通集团有限公司 | Integrated construction device for assembly type underground diaphragm wall or precast pile and cast-in-place underground station and construction method adopting same |
| CN106088149A (en) * | 2016-08-05 | 2016-11-09 | 中交第二航务工程局有限公司 | A kind of mechanization rapid constructing method of precast splice type underground gallery |
| CN107724425A (en) * | 2017-09-19 | 2018-02-23 | 中建科技有限公司深圳分公司 | The mechanized construction equipment and construction method of a kind of prefabricated pipe gallery |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113404051A (en) * | 2021-06-29 | 2021-09-17 | 中国建筑第八工程局有限公司 | Lateral soil pouring equipment for height-limited space in foundation pit and foundation pit earthwork excavation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180921 |