CN106894624A - The foundation ditch apparatus for work of construction - Google Patents
The foundation ditch apparatus for work of construction Download PDFInfo
- Publication number
- CN106894624A CN106894624A CN201710154873.1A CN201710154873A CN106894624A CN 106894624 A CN106894624 A CN 106894624A CN 201710154873 A CN201710154873 A CN 201710154873A CN 106894624 A CN106894624 A CN 106894624A
- Authority
- CN
- China
- Prior art keywords
- suspender belt
- crossbeam
- present
- work
- construction
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
- E04G3/305—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables specially adapted for tanks, silos or similar vessels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/283—Mobile scaffolds; Scaffolds with mobile platforms mobile horizontally
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Water Supply & Treatment (AREA)
- Public Health (AREA)
- Environmental & Geological Engineering (AREA)
- Sewage (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Structure Of Belt Conveyors (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Load-Engaging Elements For Cranes (AREA)
Abstract
The invention discloses a kind of foundation ditch apparatus for work of construction, it is characterised in that including two crossbeams and suspender belt, suspender belt two ends are connected to two stage casings of crossbeam, and the company end of crossbeam is provided with positioning pricker；When the present invention is used, crossbeam two ends are ridden near coal-mine, positioned using pricker is positioned, make strip suspension in hole, now operating personnel can just operate on suspender belt in working face, and the present invention two crossbeams are not drawn close and are rolled with suspender belt by the used time, it is easy to carry, and low cost, can solve the problems, such as to trample working face with large-area applications.
Description
It is on November 16th, 2015, Application No. 2015107803157, entitled " suspention the applying date that the application is
The divisional application of the patent of formula foundation ditch apparatus for work ".
Technical field
The present invention relates to a kind of device of field work, the foundation ditch apparatus for work of particularly a kind of construction.
Background technology
Modern civilization is developed so far, and the mankind are still in the tireless exploration world, it is intended to open the history that time immemorial is not described,
The origin in the world is solved, only known about just can preferably be created future in the past, and these will be realized by archaeology, as country is right
The increase of this respect input, the archaeology cause of China is fast-developing and grows.In the social big progradation built,
It is big tear open to build in large scale cause to descend civilization to be found in large quantities, if development records these civilization of having little time to engage in archaeological studies will soon be destroyed,
So archaeology scholar just must very first time soldier point multichannel go excavate examine or check, yet with the equipment of digging pit, it is impossible to each investigate
Point all gets all archaeology equipment ready, and station is dug in hole such as when digging pit, the historical relic that can be destroyed in hole, but can not be as important excavation
Point each pitting like that is equipped with crane, and this is also unpractical, and this is all influential on archaeology efficiency and effect, and these are asked
Topic still awaits further solution.
In the foundation ditch operation in construction building site, in the well operation of the sewer pipe of municipal works, ground observation
In well operation, and in the well operation of mining, can all there is the interior ground of crater wall and hole because a variety of causes can not be trampled
Problem, these problems still await further solution.
The content of the invention
In order to solve the above problems, the invention provides a kind of foundation ditch apparatus for work of construction.
The technical solution adopted by the present invention is：The foundation ditch apparatus for work of a kind of construction, it is characterised in that including two
Crossbeam and suspender belt, suspender belt two ends are connected to two stage casings of crossbeam, and the two ends of crossbeam are provided with positioning pricker.
The present invention could also say that a kind of suspension type archaeology hole apparatus for work, and sleeve pipe is arranged with the every crossbeam, cover
Ball or roller are provided between pipe and crossbeam, crossbeam is provided with the track that ball or roller are rolled.
The present invention could also say that a kind of gallus-type enters and cheats implement, and two sections of sleeve pipes are arranged with the every crossbeam,
Suspender belt is two, two suspender belts respectively with two crossbeams on homonymy sleeve pipe connection.
Further, the crossbeam is hollow tube, and hollow tube side wall stage casing is provided with longitudinal gap, is provided with and it in hollow tube
Coaxial sliding bar, is provided with ball or roller between sliding bar and hollow inside pipe wall, suspender belt two ends are connected with two sliding bars respectively.
Further, two sections of sliding bars are provided with the every crossbeam hollow tube, suspender belt is two, two suspender belts respectively with
Homonymy sliding bar connection in two crossbeams.
Further, the sliding bar is respectively arranged at two ends with location hole, coordinates location hole to be provided with fixed pricker.
Further, two suspender belts are connected with the sliding bar.
Further, in two suspender belts wherein one more another it is long.
Further, the center line both sides on the suspender belt length direction are distributed with bandage respectively.
Further, the center line on the suspender belt length direction is respectively provided on two sides with the hook and link that can be mounted.
The present invention can be described as a kind of machinery of building foundation pit operation, can be to be widely used in construction site operation
Machinery.
The present invention can be applied in the well operation of the sewer pipe of municipal works, be a kind of lower water of municipal works
The implement of pipe.
The present invention can be applied in the well operation of ground observation, be a kind of implement of ground observation.
The present invention can be applied in the well operation of mining, be a kind of implement of mine.
When the present invention is used, crossbeam two ends are ridden over it is near coal-mine, using position pricker position, make strip suspension hole in, now
Operating personnel can just operate on suspender belt in working face, and the present invention two crossbeams are not drawn close and are rolled with suspender belt by the used time
Come, be easy to carry, and low cost, can solve the problems, such as to trample working face with large-area applications.
Brief description of the drawings
Fig. 1 is the overall structure diagram of the embodiment of the present invention one.
Fig. 2 is the overall structure diagram of the embodiment of the present invention two.
Fig. 3 is the cross section structure diagram of the embodiment of the present invention two and partial enlarged drawing.
Fig. 4 is the cross section structure diagram of the embodiment of the present invention three.
Fig. 5 is the overall structure diagram of the embodiment of the present invention four.
Fig. 6 is the overall structure diagram of the embodiment of the present invention five.
Fig. 7 is the cross section structure diagram of the embodiment of the present invention five and partial enlarged drawing.
Fig. 8 is the cross section structure diagram of the embodiment of the present invention six.
Label title in figure：1 crossbeam；2 suspender belts；3 positioning prickers；4 sleeve pipes；5 balls；6 rollers；7 longitudinal gap；8 sliding bars；
9 location holes.
Specific embodiment
The embodiment of the present invention one is as shown in figure 1, the foundation ditch apparatus for work of the construction, including two crossbeams 1 and suspender belt
2, suspender belt two ends are respectively fixedly connected with two stage casings of crossbeam, and the two ends of crossbeam are provided with positioning pricker 3；When the present embodiment is used,
Crossbeam two ends are ridden over it is near coal-mine, using position pricker position, make strip suspension hole in, now examine or check personnel just can be on suspender belt
In working face operation, and the present invention two crossbeams are not drawn close and are rolled with suspender belt by the used time, be easy to carry, and low cost,
Can solve the problems, such as to trample working face with large-area applications.
As shown in Figure 2,3, the foundation ditch apparatus for work of the construction is arranged with set to the embodiment of the present invention two on every crossbeam
Pipe 4, is provided with ball 5 between sleeve pipe and crossbeam, the track of ball rolling is equipped with crossbeam and sleeve pipe, and suspender belt can be indulged when using
To movement, operation of being more convenient for can also connect two suspender belts on sleeve pipe during implementation.
The embodiment of the present invention three is as shown in figure 4, the foundation ditch apparatus for work of the construction exists with the difference of embodiment two
Replace in ball roller 6, sleeve pipe can equally slided on crossbeam.
The embodiment of the present invention four on every crossbeam of foundation ditch apparatus for work of the construction as shown in figure 5, be arranged with two sections
Sleeve pipe, suspender belt is two, two suspender belts respectively with two crossbeams on homonymy sleeve pipe connection, in two suspender belts wherein one it is more another
One long, is adapted to different height working face operation, and two suspender belt spacing are adjustable, can two people operation, more convenient, implementation
When two suspender belts can also same height.
As shown in Figure 6,7, the foundation ditch apparatus for work crossbeam of the construction is hollow tube, hollow tube to the embodiment of the present invention five
Side wall stage casing is provided with longitudinal gap 7, and the sliding bar 8 being coaxial therewith is provided with hollow tube, is provided between sliding bar and hollow inside pipe wall
Ball or roller, suspender belt two ends are connected with two sliding bars respectively, and sliding bar is respectively arranged at two ends with location hole 9, coordinate location hole to set
There is fixed pricker；Crossbeam is fixed near coal-mine when the present embodiment is used, and sliding bar movement can vertically move suspender belt, and it is appropriate to move to
Behind position can with positioning pricker by location hole insert bottom surface be positioned, can also more steadily, on the slide bar connect two or even
More suspender belts, meet the demand of more multistation.
The embodiment of the present invention six in every crossbeam hollow tube of foundation ditch apparatus for work of the construction as shown in figure 8, be provided with
Two sections of sliding bars, suspender belt is two, and two suspender belts are connected with the homonymy sliding bar in two crossbeams respectively, and two suspender belts can be independent
Slide, be more convenient for using.
During implementation, center line both sides that can also be on suspender belt length direction are distributed with bandage respectively, or in suspender belt length direction
On center line be respectively provided on two sides with the hook and link that can be mounted, such suspender belt just can by hook and link mounting, tie up
Band makes suspender belt fold or pile up, adjustment length with bandage stitch, adapts to the excavation of more dell；Positioning pricker can also be for foldable structure just
In storage.
It is only in sum the specific embodiment of the invention, but is not limited to embodiment, can also each technical characteristic group again
Close more implementations, it is all without departing from the inventive concept, the equivalent modification and prior art done according to the application
Addition is accordingly to be regarded as the technology of the present invention category.
Claims (1)
1. the foundation ditch apparatus for work of a kind of construction, it is characterised in that including two crossbeams and suspender belt, suspender belt, the two ends of crossbeam
It is provided with positioning pricker；The crossbeam is hollow tube, and hollow tube side wall stage casing is provided with longitudinal gap, and hollow tube side wall stage casing is provided with longitudinal direction
Gap, is provided with the sliding bar being coaxial therewith in hollow tube, ball or roller, suspender belt two ends are provided between sliding bar and hollow inside pipe wall
It is connected with two sliding bars respectively；The sliding bar is respectively arranged at two ends with location hole, coordinates location hole to be provided with fixed pricker.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710154873.1A CN106894624A (en) | 2015-11-16 | 2015-11-16 | The foundation ditch apparatus for work of construction |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510780315.7A CN105275023B (en) | 2015-11-16 | 2015-11-16 | Suspension type foundation ditch apparatus for work |
| CN201710154873.1A CN106894624A (en) | 2015-11-16 | 2015-11-16 | The foundation ditch apparatus for work of construction |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510780315.7A Division CN105275023B (en) | 2015-11-16 | 2015-11-16 | Suspension type foundation ditch apparatus for work |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106894624A true CN106894624A (en) | 2017-06-27 |
Family
ID=55144780
Family Applications (10)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710154823.3A Active CN106759368B (en) | 2015-11-16 | 2015-11-16 | A kind of operating equipment of mine |
| CN201710154968.3A Active CN106812161B (en) | 2015-11-16 | 2015-11-16 | A kind of gallus-type building foundation pit operating equipment |
| CN201710154824.8A Active CN106759369B (en) | 2015-11-16 | 2015-11-16 | A kind of operating equipment of ground observation |
| CN201710154825.2A Active CN106759370B (en) | 2015-11-16 | 2015-11-16 | A kind of tunneling equipment of the downcomer of municipal works |
| CN201710154871.2A Pending CN106894623A (en) | 2015-11-16 | 2015-11-16 | The downhole operation equipment of mine |
| CN201710154969.8A Active CN106894419B (en) | 2015-11-16 | 2015-11-16 | The foundation pit operating equipment of ground observation |
| CN201510780315.7A Active CN105275023B (en) | 2015-11-16 | 2015-11-16 | Suspension type foundation ditch apparatus for work |
| CN201710154967.9A Active CN106812160B (en) | 2015-11-16 | 2015-11-16 | A kind of device of building foundation pit operation |
| CN201710154872.7A Active CN106930332B (en) | 2015-11-16 | 2015-11-16 | Gallus-type foundation pit operating equipment |
| CN201710154873.1A Pending CN106894624A (en) | 2015-11-16 | 2015-11-16 | The foundation ditch apparatus for work of construction |
Family Applications Before (9)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710154823.3A Active CN106759368B (en) | 2015-11-16 | 2015-11-16 | A kind of operating equipment of mine |
| CN201710154968.3A Active CN106812161B (en) | 2015-11-16 | 2015-11-16 | A kind of gallus-type building foundation pit operating equipment |
| CN201710154824.8A Active CN106759369B (en) | 2015-11-16 | 2015-11-16 | A kind of operating equipment of ground observation |
| CN201710154825.2A Active CN106759370B (en) | 2015-11-16 | 2015-11-16 | A kind of tunneling equipment of the downcomer of municipal works |
| CN201710154871.2A Pending CN106894623A (en) | 2015-11-16 | 2015-11-16 | The downhole operation equipment of mine |
| CN201710154969.8A Active CN106894419B (en) | 2015-11-16 | 2015-11-16 | The foundation pit operating equipment of ground observation |
| CN201510780315.7A Active CN105275023B (en) | 2015-11-16 | 2015-11-16 | Suspension type foundation ditch apparatus for work |
| CN201710154967.9A Active CN106812160B (en) | 2015-11-16 | 2015-11-16 | A kind of device of building foundation pit operation |
| CN201710154872.7A Active CN106930332B (en) | 2015-11-16 | 2015-11-16 | Gallus-type foundation pit operating equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (10) | CN106759368B (en) |
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- 2015-11-16 CN CN201710154825.2A patent/CN106759370B/en active Active
- 2015-11-16 CN CN201710154871.2A patent/CN106894623A/en active Pending
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- 2015-11-16 CN CN201510780315.7A patent/CN105275023B/en active Active
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Also Published As
| Publication number | Publication date |
|---|---|
| CN105275023A (en) | 2016-01-27 |
| CN106894419A (en) | 2017-06-27 |
| CN106812161A (en) | 2017-06-09 |
| CN106812161B (en) | 2019-01-08 |
| CN106759370B (en) | 2019-02-12 |
| CN106759369A (en) | 2017-05-31 |
| CN106812160A (en) | 2017-06-09 |
| CN106759370A (en) | 2017-05-31 |
| CN106759368A (en) | 2017-05-31 |
| CN106894623A (en) | 2017-06-27 |
| CN106759368B (en) | 2018-12-18 |
| CN106759369B (en) | 2019-01-11 |
| CN106812160B (en) | 2019-03-26 |
| CN106894419B (en) | 2019-01-08 |
| CN106930332B (en) | 2019-01-25 |
| CN106930332A (en) | 2017-07-07 |
| CN105275023B (en) | 2017-12-12 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170627 |
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| WD01 | Invention patent application deemed withdrawn after publication |