CN105275023B - Suspension type foundation ditch apparatus for work - Google Patents

Suspension type foundation ditch apparatus for work Download PDF

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Publication number
CN105275023B
CN105275023B CN201510780315.7A CN201510780315A CN105275023B CN 105275023 B CN105275023 B CN 105275023B CN 201510780315 A CN201510780315 A CN 201510780315A CN 105275023 B CN105275023 B CN 105275023B
Authority
CN
China
Prior art keywords
suspender belt
crossbeam
crossbeams
work
foundation ditch
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.)
Active
Application number
CN201510780315.7A
Other languages
Chinese (zh)
Other versions
CN105275023A (en
Inventor
骆梅玲
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Changsha Road And Bridge Construction Co ltd
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority to CN201710154824.8A priority Critical patent/CN106759369B/en
Priority to CN201710154872.7A priority patent/CN106930332B/en
Priority to CN201710154873.1A priority patent/CN106894624A/en
Priority to CN201710154823.3A priority patent/CN106759368B/en
Application filed by Individual filed Critical Individual
Priority to CN201710154968.3A priority patent/CN106812161B/en
Priority to CN201710154967.9A priority patent/CN106812160B/en
Priority to CN201510780315.7A priority patent/CN105275023B/en
Priority to CN201710154825.2A priority patent/CN106759370B/en
Priority to CN201710154871.2A priority patent/CN106894623A/en
Priority to CN201710154969.8A priority patent/CN106894419B/en
Publication of CN105275023A publication Critical patent/CN105275023A/en
Application granted granted Critical
Publication of CN105275023B publication Critical patent/CN105275023B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • 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
    • 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

Abstract

The invention discloses a kind of suspension type foundation ditch apparatus for work, it is characterised in that including two crossbeams and suspender belt, suspender belt both ends are connected to the stage casing of two crossbeams, and the company end of crossbeam is provided with positioning pricker；When the present invention uses, crossbeam both ends are ridden near coal-mine, positioned using pricker is positioned, make strip suspension in hole, now operating personnel's can operates on suspender belt in working face, and two crossbeams are drawn close and rolled with suspender belt by the not used time of the invention, it is easy to carry, and cost is low, can solve the problems, such as to trample working face with large-area applications.

Description

Suspension type foundation ditch apparatus for work
Technical field
The present invention relates to a kind of device of field work, particularly a kind of suspension type foundation ditch apparatus for work.
Background technology
Modern civilization is developed so far, and the mankind are still in the tireless exploration world, it is intended to the history that time immemorial is not described is opened, 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 in China is fast-developing and grows.In the progradation that society builds greatly, It is big tear open to build in large scale to descend civilization to be found in large quantities, if having little time archaeology development records these civilization will soon be destroyed, So engage in archaeological studies scholar just must very first time soldier point multichannel go to excavate and examine or check, yet with equipment of digging pit, it is impossible to each investigation Point all gets all archaeology equipment ready, stands such as when digging pit and is dug in hole, 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 solves up for further.
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 are crater wall and ground in hole because a variety of causes can not be trampled Problem, these problems still solve up for further.
The content of the invention
In order to solve the above problems, the invention provides a kind of suspension type foundation ditch apparatus for work.
The technical solution adopted by the present invention is：A kind of suspension type foundation ditch apparatus for work, it is characterised in that including two crossbeams And suspender belt, suspender belt both ends are connected to the stage casing of two crossbeams, the both 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, is arranged with sleeve pipe on the every crossbeam, covers Ball or roller are provided between pipe and crossbeam, crossbeam is provided with the track that ball or roller roll.
The present invention could also say that a kind of gallus-type enters and cheat implement, and two sections of sleeve pipes are arranged with the every crossbeam, Suspender belt be two, two suspender belts respectively with the homonymy sleeve pipe connection on two crossbeams.
Further, the crossbeam is hollow tube, and hollow tube side wall stage casing is provided with longitudinal gap, be provided with hollow tube and its Coaxial sliding bar, ball or roller are provided between sliding bar and hollow inside pipe wall, suspender belt both 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 both ends are respectively equipped with positioning hole, coordinate positioning hole to be provided with fixed pricker.
Further, two suspender belts are connected with the sliding bar.
Further, it is wherein one more another long in two suspender belts.
Further, bandage is distributed with the center line both sides on the suspender belt length direction respectively.
Further, the center line both sides on the suspender belt length direction are respectively equipped 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, be that can 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.
The present invention in use, crossbeam both ends are ridden over it is near coal-mine, using position pricker positioning, make strip suspension in hole, now Operating personnel's can operates on suspender belt in working face, and two crossbeams are drawn close and rolled with suspender belt by the not used time of the invention Come, be easy to carry, and cost is low, 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 positioning holes.
Embodiment
The embodiment of the present invention one is as shown in figure 1, the suspension type foundation ditch apparatus for work, including two crossbeams 1 and suspender belt 2, hangs It is respectively fixedly connected with both ends and is provided with positioning pricker 3 at the stage casing of two crossbeams, the both ends of crossbeam；The present embodiment is in use, by horizontal stroke Beam both ends ride over it is near coal-mine, using position pricker positioning, make strip suspension in hole, now examine or check personnel's can on suspender belt in work Make face operation, and the present invention not drawn close and rolled with suspender belt by the used time by two crossbeams, is easy to carry, and cost is low, can be with Large-area applications, solve the problems, such as to trample working face.
The embodiment of the present invention two as shown in Figure 2,3, the suspension type foundation ditch apparatus for work, is arranged with sleeve pipe 4 on every crossbeam, Ball 5 is provided between sleeve pipe and crossbeam, the track of ball rolling is equipped with crossbeam and sleeve pipe, suspender belt can be moved longitudinally during use It is dynamic, it is more convenient for operating, two suspender belts can also be connected on sleeve pipe during implementation.
The embodiment of the present invention three is as shown in figure 4, the suspension type foundation ditch apparatus for work is to roll with the difference of embodiment two Pearl is replaced with roller 6, can equally sleeve pipe is slided on crossbeam.
The embodiment of the present invention four as shown in figure 5, be arranged with two sections of sleeve pipes on the suspension type foundation ditch every crossbeam of apparatus for work, Suspender belt is two, two suspender belts respectively with the homonymy sleeve pipe connection on two crossbeams, wherein one more another in two suspender belts It is long, be adapted to different height working face operation, and two suspender belt spacing are adjustable, can two people operation, it is more convenient, two during implementation Bar suspender belt can also equally highly.
As shown in Figure 6,7, the suspension type foundation ditch apparatus for work crossbeam is hollow tube to the embodiment of the present invention five, hollow tube side wall Stage casing is provided with longitudinal gap 7, is provided with the sliding bar 8 being coaxial therewith in hollow tube, ball is provided between sliding bar and hollow inside pipe wall Or roller, suspender belt both ends are connected with two sliding bars respectively, sliding bar both ends are respectively equipped with positioning hole 9, coordinate positioning hole to be provided with solid Determine pricker；The present embodiment using when crossbeam be fixed near coal-mine, sliding bar movement can vertically move suspender belt, be moved to appropriate location After can be positioned with positioning pricker by positioning hole insertion bottom surface, can also more steadily, on the slide bar connect two or even more Suspender belt, meets the needs of more multistation.
The embodiment of the present invention six is as shown in figure 8, be provided with two sections in the every crossbeam hollow tube of suspension type foundation ditch apparatus for work Sliding bar, suspender belt are two, and two suspender belts are connected with the homonymy sliding bar in two crossbeams respectively, and two suspender belts can be slided individually It is dynamic, it is more convenient for using.
During implementation, also bandage can be distributed with respectively in the center line both sides on suspender belt length direction, or in suspender belt length direction On center line both sides be respectively equipped with the hook and link that can be mounted, such suspender belt can by hook and link mounting, tie up Band makes suspender belt fold or accumulate, 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 summary 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. a kind of suspension type foundation ditch apparatus for work, it is characterised in that including two crossbeams and suspender belt, the both ends of crossbeam are provided with positioning Pricker；Sleeve pipe is arranged with every crossbeam, ball is provided between sleeve pipe and crossbeam, crossbeam is provided with the track that ball rolls；It is described Be arranged with two sections of sleeve pipes on every crossbeam, suspender belt is two, two suspender belts respectively with the homonymy sleeve pipe connection on two crossbeams.
CN201510780315.7A 2015-11-16 2015-11-16 Suspension type foundation ditch apparatus for work Active CN105275023B (en)

Priority Applications (10)

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
CN201710154823.3A CN106759368B (en) 2015-11-16 2015-11-16 A kind of operating equipment of mine
CN201710154825.2A CN106759370B (en) 2015-11-16 2015-11-16 A kind of tunneling equipment of the downcomer of municipal works
CN201710154968.3A CN106812161B (en) 2015-11-16 2015-11-16 A kind of gallus-type building foundation pit operating equipment
CN201710154872.7A CN106930332B (en) 2015-11-16 2015-11-16 Gallus-type foundation pit operating equipment
CN201510780315.7A CN105275023B (en) 2015-11-16 2015-11-16 Suspension type foundation ditch apparatus for work
CN201710154824.8A CN106759369B (en) 2015-11-16 2015-11-16 A kind of operating equipment of ground observation
CN201710154871.2A CN106894623A (en) 2015-11-16 2015-11-16 The downhole operation equipment of mine
CN201710154969.8A CN106894419B (en) 2015-11-16 2015-11-16 The foundation pit operating equipment of ground observation
CN201710154967.9A CN106812160B (en) 2015-11-16 2015-11-16 A kind of device of building foundation pit operation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510780315.7A CN105275023B (en) 2015-11-16 2015-11-16 Suspension type foundation ditch apparatus for work

Related Child Applications (9)

Application Number Title Priority Date Filing Date
CN201710154873.1A Division CN106894624A (en) 2015-11-16 2015-11-16 The foundation ditch apparatus for work of construction
CN201710154823.3A Division CN106759368B (en) 2015-11-16 2015-11-16 A kind of operating equipment of mine
CN201710154968.3A Division CN106812161B (en) 2015-11-16 2015-11-16 A kind of gallus-type building foundation pit operating equipment
CN201710154969.8A Division CN106894419B (en) 2015-11-16 2015-11-16 The foundation pit operating equipment of ground observation
CN201710154967.9A Division CN106812160B (en) 2015-11-16 2015-11-16 A kind of device of building foundation pit operation
CN201710154825.2A Division CN106759370B (en) 2015-11-16 2015-11-16 A kind of tunneling equipment of the downcomer of municipal works
CN201710154871.2A Division CN106894623A (en) 2015-11-16 2015-11-16 The downhole operation equipment of mine
CN201710154824.8A Division CN106759369B (en) 2015-11-16 2015-11-16 A kind of operating equipment of ground observation
CN201710154872.7A Division CN106930332B (en) 2015-11-16 2015-11-16 Gallus-type foundation pit operating equipment

Publications (2)

Publication Number Publication Date
CN105275023A CN105275023A (en) 2016-01-27
CN105275023B true CN105275023B (en) 2017-12-12

Family

ID=55144780

Family Applications (10)

Application Number Title Priority Date Filing Date
CN201710154871.2A Pending CN106894623A (en) 2015-11-16 2015-11-16 The downhole operation equipment of mine
CN201710154872.7A Active CN106930332B (en) 2015-11-16 2015-11-16 Gallus-type foundation pit operating equipment
CN201710154824.8A Active CN106759369B (en) 2015-11-16 2015-11-16 A kind of operating equipment of ground observation
CN201710154823.3A Active CN106759368B (en) 2015-11-16 2015-11-16 A kind of operating equipment of mine
CN201710154969.8A Active CN106894419B (en) 2015-11-16 2015-11-16 The foundation pit 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
CN201710154873.1A Pending CN106894624A (en) 2015-11-16 2015-11-16 The foundation ditch apparatus for work of construction
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
CN201710154968.3A Active CN106812161B (en) 2015-11-16 2015-11-16 A kind of gallus-type building foundation pit operating equipment

Family Applications Before (7)

Application Number Title Priority Date Filing Date
CN201710154871.2A Pending CN106894623A (en) 2015-11-16 2015-11-16 The downhole operation equipment of mine
CN201710154872.7A Active CN106930332B (en) 2015-11-16 2015-11-16 Gallus-type foundation pit operating equipment
CN201710154824.8A Active CN106759369B (en) 2015-11-16 2015-11-16 A kind of operating equipment of ground observation
CN201710154823.3A Active CN106759368B (en) 2015-11-16 2015-11-16 A kind of operating equipment of mine
CN201710154969.8A Active CN106894419B (en) 2015-11-16 2015-11-16 The foundation pit 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
CN201710154873.1A Pending CN106894624A (en) 2015-11-16 2015-11-16 The foundation ditch apparatus for work of construction

Family Applications After (2)

Application Number Title Priority Date Filing Date
CN201710154967.9A Active CN106812160B (en) 2015-11-16 2015-11-16 A kind of device of building foundation pit operation
CN201710154968.3A Active CN106812161B (en) 2015-11-16 2015-11-16 A kind of gallus-type building foundation pit operating equipment

Country Status (1)

Country Link
CN (10) CN106894623A (en)

Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1123805B (en) * 1958-12-04 1962-02-15 Gutehoffnungshuette Sterkrade Shaft guidance, especially for mining shafts
CN2575352Y (en) * 2002-10-29 2003-09-24 蔡盛忠 Energy-saving expansion screw bolt
JP2007126862A (en) * 2005-11-02 2007-05-24 Fuji Shoji Kk Flood damage, snow damage and sediment disaster countermeasure structure for building
CN201362556Y (en) * 2009-01-09 2009-12-16 中建三局建设工程股份有限公司 Earthwork overhead hoist
CN201524360U (en) * 2009-09-29 2010-07-14 武汉胜发机电研究所 Automatic lifting fire escaping device for high buildings
CN101898715A (en) * 2010-06-30 2010-12-01 中煤第五建设有限公司 Vertical shaft bucket
CN102251742B (en) * 2011-05-16 2013-07-10 王万兴 Working panel and working platform ladder with same
CN202520316U (en) * 2012-04-13 2012-11-07 中铁十七局集团第三工程有限公司 Suspended safety isolator used in construction of tunnel shaft
CN202687753U (en) * 2012-05-24 2013-01-23 福建祥锦实业有限公司 Pan head lifting device
JP5978081B2 (en) * 2012-09-19 2016-08-24 樋脇　就三 Cutting machine
CN203079512U (en) * 2013-01-16 2013-07-24 马晓锋 Folding type lifting appliance
CN203596548U (en) * 2013-10-23 2014-05-14 国家电网公司 Replacing work tool for power transmission line stockbridge damper
CN103754750B (en) * 2014-01-21 2017-01-04 广东铝遊家科技有限公司 Suspender
CN203755638U (en) * 2014-01-26 2014-08-06 中铁建工集团有限公司 Suspending slippage type high-altitude inverted oblique plane operation hanging basket
CN203889878U (en) * 2014-04-23 2014-10-22 中建一局钢结构工程有限公司 Vertical conveying tool of color plate
CN204125032U (en) * 2014-09-01 2015-01-28 浙江尚鼎工业炉有限公司 A kind of material tool hoisting mechanism
CN204645580U (en) * 2015-05-17 2015-09-16 高伟 A kind of building suspension bracket

Also Published As

Publication number Publication date
CN106894623A (en) 2017-06-27
CN106759369B (en) 2019-01-11
CN106894419A (en) 2017-06-27
CN106812160B (en) 2019-03-26
CN106894419B (en) 2019-01-08
CN106759368B (en) 2018-12-18
CN106759368A (en) 2017-05-31
CN106759370B (en) 2019-02-12
CN106812161B (en) 2019-01-08
CN106812161A (en) 2017-06-09
CN106759370A (en) 2017-05-31
CN106930332B (en) 2019-01-25
CN105275023A (en) 2016-01-27
CN106930332A (en) 2017-07-07
CN106759369A (en) 2017-05-31
CN106812160A (en) 2017-06-09
CN106894624A (en) 2017-06-27

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