CN107288640B - A kind of nothing is surely restricted self-supporting modularization vertical shaft driving and masonry construction device - Google Patents
A kind of nothing is surely restricted self-supporting modularization vertical shaft driving and masonry construction device Download PDFInfo
- Publication number
- CN107288640B CN107288640B CN201610227810.XA CN201610227810A CN107288640B CN 107288640 B CN107288640 B CN 107288640B CN 201610227810 A CN201610227810 A CN 201610227810A CN 107288640 B CN107288640 B CN 107288640B
- Authority
- CN
- China
- Prior art keywords
- vertical shaft
- disk
- shaft driving
- masonry construction
- self
- 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.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 63
- 238000009434 installation Methods 0.000 claims description 25
- 230000000630 rising effect Effects 0.000 claims 1
- 230000008093 supporting effect Effects 0.000 abstract description 7
- 238000009415 formwork Methods 0.000 abstract description 5
- 229910000831 Steel Inorganic materials 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 239000011435 rock Substances 0.000 description 5
- 238000004140 cleaning Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000005065 mining Methods 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 239000003814 drug Substances 0.000 description 3
- 238000004880 explosion Methods 0.000 description 3
- 238000009414 blockwork Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 238000010009 beating Methods 0.000 description 1
- 238000005422 blasting Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000009827 uniform distribution Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D1/00—Sinking shafts
- E21D1/08—Sinking shafts while moving the lining downwards
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Earth Drilling (AREA)
Abstract
It surely restricts self-supporting modularization vertical shaft driving and masonry construction device the invention discloses a kind of nothing; it is characterized in that; including step type running gear, protection disk and scratch diskette; protection disk is fixedly connected with scratch diskette by interior guide rail; step type running gear includes outer guide, push-pull rod; push-pull rod one end is fixed on scratch diskette lower surface, and one end is hinged on the end face of outer guide.The steady rope self-supporting modularization vertical shaft driving and masonry construction device independence of nothing of the invention is strong, can be suitable for super km deep-well driving and masonry construction, in addition this step type formwork supporting system is easy to operate, to greatly improve work efficiency.
Description
Technical field
The present invention relates to field of mining equipment, specially a kind of nothing is surely restricted self-supporting modularization vertical shaft driving and masonry construction device.
Background technique
By the end of the year 2012, well is newly opened a mine in China and Lao Kuang is remodeled and expand in project, it is total to have had more than 200 mines
Mining depth be more than 600 meters, mining construction has entered the transitional period of deep mining.Vertical shaft usually accounts in mine construction
The 30-40% of duration, shortening pit shaft completion time of project mean that great economic benefit and social benefit.
Currently, mostly using stable car, wirerope, hanging scaffold to carry out supporting casting both at home and abroad during vertical shaft is dug
Construction method.Wherein, used suspension type hanging scaffold is to keep it upper and lower in vertical shaft by way of more stable car promoting or transferrings
Mobile, although this mode can adapt to the cutting operation of the vertical shaft within km depth, steady but there are still sinking shafts
Vehicle quantity is more, derrick is complicated, stable car hoisting power is limited, utilization rate is low, stable car is made due to being difficult to centralized control synchronization lifting
At the jiggly problem of sinking stage's elevation and subsidence.When super km deep-well is in construction, the length of the sinking platform suspending wirerope needed is more than existing
The problems such as having the rope capacity of sinking shaft stable car reel, causing equipment cost raising, work progress deterioration of safety.In addition, with well
The tensioning force request surely restricted also is significantly increased in the intensification of cylinder depth, system, and especially super km deep-well, the tensile force surely restricted can
Reach 40 tons or more.Currently, the measure that domestic steady disk is taken is that steel crawler shoe is pressed on the borehole wall, to obtain frictional force.
However, to ensure that safety, the pre-pressing force of crawler shoe will influence the quality of the borehole wall considerably beyond the pressing force of needs.
Domestic and international some km deep-wells use hitch formula stepping hanging scaffold structure in construction, are generally divided into three-layer disc, upper layer
It is rigidly connected with lower layer's disk, upper layer, middle layer disk are equipped with the bracket structure of hydraulic-driven, and the bracket on two layers of disk is interleaved alternately with well
To fix hanging scaffold in the hitch or groove reserved on wall, while being stepped by the flexible realization of the hydraulic vertical prop between upper layer, middle layer disk
Walk function.Although this structure eliminates suspension rope and Suspenoing apparatus, simplify sinking headframe structure, but this hanging scaffold knot
Structure needs to reserve a large amount of hitch or groove on the borehole wall, is unfavorable for the construction of the borehole wall, influences wall quality；Upper and lower level disk is pre-
It first passes through rigid connection and forms general frame, along with the telescopic moving structure on the disk of middle layer, make complicated integral structure, occupy sky
Between it is more, equipment, personnel arrangement it is crowded, be unfavorable for constructing；This kind of hanging scaffold structure can only be directed to specific vertical shaft, can not weigh
It is multiple to recycle.
Summary of the invention
For in the construction of traditional vertical shaft, it is steady that sinking shaft stable car quantity is more, derrick is complicated, stable car is difficult to realize centralized control
Fixed promotion and super km shinking platform suspending steel wire rope length are too long, and stable car is difficult to meet design requirement, and existing both at home and abroad
Have in patent hanging scaffold structure occupy more space in vertical shaft, hitch or groove structure has an impact to wall quality and structure is complicated,
The problems such as not reproducible recycling, the present invention devise one kind and save ground stable car and rope hoisting, and structure is simple, hanging scaffold liter
Drop is steady, overall structure occupies little space, has modular assembly structure, applicable different vertical shaft sizes, construction safety
The steady rope self-supporting modularization vertical shaft driving and masonry construction device of nothing reliable and that recycling can be repeated.
In order to reach above-mentioned purpose of design, The technical solution adopted by the invention is as follows:
A kind of nothing is surely restricted self-supporting modularization vertical shaft driving and masonry construction device, including step type running gear, protection disk and work
Make disk, protection disk is fixedly connected with scratch diskette by interior guide rail, and step type running gear includes outer guide, push-pull rod, push-pull rod
One end is fixed on scratch diskette lower surface, and one end is hinged on the end face of outer guide, and outer guide is movably disposed on the borehole wall.
Outer guide is arranged on the borehole wall by a fixed device, and fixed device includes that built-in fitting and guide rail install base device,
Built-in fitting is embedded in the borehole wall, and guide rail installation base device is removably attached on built-in fitting, and outer guide is filled across guide rail mounting base
It sets and is slided in guide rail installation base device.
It includes frame structure, limiting device and idler wheel that guide rail, which installs base device, and outer guide is mounted in frame structure, is led outside
Limiting device and idler wheel are set between rail and frame structure.
Hook is installed, hook is hung on the frame structure by bearing pin on scratch diskette.
Limiting device is spring leaf.
Built-in fitting is taper embedded nut.
Guide rail installation base device is fixed on taper embedded nut by load-bearing bolt.
It include temporary disk (T-disk) and grab loader without steady rope self-supporting modularization vertical shaft driving and masonry construction device, grab loader is fixed on temporarily
The lifting means being arranged on disk lower surface, temporary disk (T-disk) and scratch diskette is connect.
The lifting means is hoist engine.
Temporary disk (T-disk) upper surface, which is uniformly distributed along the circumference, installs 4 stretching oil cylinders, and temporary disk (T-disk) is fixed on the borehole wall by 4 stretching oil cylinders
On.
Push-pull rod is hydraulic push-pull rod or electric push rod.
It include integral mold plate without steady rope self-supporting modularization vertical shaft driving and masonry construction device, integral mold plate is fixedly mounted on work
Disk lower surface.Integral mold plate is standard frock.
A kind of nothing is surely restricted self-supporting modularization vertical shaft driving and masonry construction method, is included the following steps:
The first step installs step type running gear on the borehole wall, will be without steady rope self-supporting modularization vertical shaft driving and masonry construction dress
It sets and is installed on walking appliance；
Second step, staff treat pick and build section progress perforating, fill out medicine, explosion, cleaning work, and wherein cleaning work is by pacifying
It is responsible for mounted in without the center steering formula grab loader on steady rope self-supporting modularization vertical shaft driving and masonry construction device temporary disk (T-disk)；
Integral mold plate is fixed on this pick block section borehole wall and carries out concreting by third step；
4th step after concrete setting intensity reaches requirement, carries out the demoulding work of integral mold plate；
5th step, step type running gear walking to next pick are built section and are fixed, and integral mold plate reaches next pick and builds at this time
Section；
6th step repeats second step to the 5th step.
Cleaning work is to pick up spoil by the grab loader installed on temporary disk (T-disk) and be put into well-bucket to be cleared up.
The method for installing step type running gear are as follows: place the built-in fitting in the fixed device of outer guide by borehole wall template
Specific position (guide rail installs base device coordinate position to be installed), it is embedded in shaft wall after casting, to borehole wall solidification-stable
Afterwards, installation guide rail installs base device, then, is packed into outer guide, outer guide after the installation is completed, is put by lifting appliance lifting temporary disk (T-disk)
It sets in wellbore bottom, guide rail and scratch diskette and is articulated on outer guide in integral hoisting later, reconnect push-pull rod.
Stretching oil cylinder start-up operation stretching liquid before cleaning work, after the position of temporary disk (T-disk) is adjusted in place, on temporary disk (T-disk)
Temporary disk (T-disk) is fixed on the borehole wall by compression bar.
The traveling method of step type running gear are as follows: when next pick builds section borehole wall template after the installation is completed, extraction guide rail is pacified
The bearing pin on base device is filled, hydraulic push rod is released, and the working portion among step type formwork supporting system moves down one
Active section fixes guide rail installation base device behind in-position wherein interior guide rail is parallel to outer guide movement.Outer guide is parallel to
After interior guide rail moves downward an active section, outer guide is overlapped on guide rail installation base device.
Principle according to the present invention of taking a step does not need ground elevator without steady rope self-supporting modularization vertical shaft driving and masonry construction device
Machine is lifted by wirerope, it is only necessary to which a power cable is connected to without steady rope self-supporting modularization vertical shaft driving and masonry construction device
On, power is provided for it, three hoist engines on hydraulic part and scratch diskette need electric power.Without steady rope self-supporting modularization
Vertical shaft driving and masonry construction device is taken a step, and operator is needed to operate on the control cabinet on device scratch diskette, operator's hand
The dynamic dismounting for completing guide rail installation base device adjusts and the processes such as the installation of outer guide, interior guide rail is fixed.Operator passes through work
On disk control cabinet control temporary disk (T-disk) upper and lower position, temporary disk (T-disk) in place after and the borehole wall stretching.When temporary disk (T-disk) reaches minimum point
When, operating staff of digging well is picked up spoil by the grab loader on control temporary disk (T-disk), and is put into well-bucket, to complete barren rock
Remove work.By being moved downward without steady rope self-supporting modularization vertical shaft driving and masonry construction device, reaches integral mold plate and move downward
To the purpose of working face to be poured.The steady rope self-supporting modularization vertical shaft driving and masonry construction device independence of nothing of the invention is strong, can
Suitable for super km deep-well driving and masonry construction, in addition this step type formwork supporting system is easy to operate, to substantially increase work
Efficiency.
The steady rope self-supporting modularization vertical shaft driving and masonry construction apparatus structure of nothing of the invention be related to borehole wall distance, work
Disk aperture promotes the requirement that aperture, equipment safety meet national current standard apart from equidimension, in addition for outer guide, interior
The fixed bearing pin being related to of guide rail has carried out shear stress calculating, meets intensity requirement, main security structure carries out
Redundancy Design, therefore, high safety and reliability of the present invention.
Built-in fitting uses for reference a kind of slding form operation method of civil buildings construction, bridge building operations in the present invention, different
It is that the built-in fitting of the present apparatus uses the integral mold plate working principle that big stroke is creeped downwards, has essence again with slding form operation method
Difference, built-in fitting is that blockwork or steel net structure are embedded into the concrete of masonry in advance, in addition blockwork or
One group of taper embedded nut is fixed inside person's steel net structure, and after concrete reaches intensity requirement, guide rail installation base device is led to
It crosses load-bearing bolt to be installed on the exposed embedded nut of the borehole wall, easy to operate, stable structure.
The present invention has carried out modularized design compared with previous technology, to structure, has the characteristics that versatile.This nothing
Steady rope self-supporting modularization vertical shaft driving and masonry construction device is suitable for the vertical driving and masonry construction that section is built in 3.0~8.0 meters of diameter picks, climbs
Device bearing capacity can be adapted for 3.0~8.0 meters of pit shaft building construction supportings of diameter, it is only necessary to will be without steady rope self-supporting module
Change the steel construction pieces such as protection disk, scratch diskette, the temporary disk (T-disk) of vertical shaft driving and masonry construction device to be resized to try out the size in pit shaft
And the corresponding position of opening of adjustment.The present invention is to the modularization without steady rope self-supporting modularization vertical shaft driving and masonry construction device
Design, the outer guide being related to, interior guide rail, guide rail installation base device, built-in fitting and hydraulic push-pull rod are suitable for above-mentioned each size
Shaft construction.
The present invention is not required to as a kind of independent nothing self-supporting modular construction of surely restricting relative to traditional construction technology
Four high-power promotion hoist engines are wanted, a large amount of electric energy is saved, wirerope is not necessarily to, greatly reduces construction cost；Because being only
Vertical system more securely and reliably, and improves construction working efficiency compared to previous construction method.
Detailed description of the invention
Fig. 1 is the structural schematic diagram without steady rope self-supporting modularization vertical shaft driving and masonry construction device；
Fig. 2 is the assembling schematic diagram of guide rail installation base device.
Specific embodiment
Nothing according to the present invention is described in detail below with reference to accompanying drawings surely to restrict self-supporting modularization vertical shaft driving and masonry construction device
Structural schematic diagram.
As shown in Figure 1, a kind of Construction of Silo is used without steady rope self-supporting modularization vertical shaft driving and masonry construction device.
Diagram will protect disk 6 and scratch diskette by 4 interior guide rails 3 without steady rope self-supporting modularization vertical shaft driving and masonry construction device
8 connect together, and interior guide rail 3 is along the circumferential direction uniformly distributed, are bolted by interior guide rail upper surface flange and protection disk 6,
Lower end surface flange is bolted with scratch diskette 8, and interior guide rail plays the role of rigid post member.Protecting disk 6 is whole device
Top structure, tile steel plate, plays to the protective effect that personnel, equipment fall arrest injure on scratch diskette, protects plane peace on disk
Hydraulic station equipped with whole device.Three groups of hoist engines are installed for promoting temporary disk (T-disk) 10 and grab loader 5, grab loader 5 on scratch diskette
For center rotary rock gathering machine, grab loader 5 is installed below temporary disk (T-disk) 10,10 upper surface of temporary disk (T-disk) is uniformly distributed along the circumference 4 supports of installation
Tightening device of the locking oil cylinder 9 as temporary disk (T-disk) 10.It is uniformly distributed along the circumference installation 4 on 8 lower surface of scratch diskette using flange connection
A hydraulic push-pull rod 4, hydraulic 4 other end of push-pull rod are hinged on 2 end face of outer guide, and the flexible of hydraulic push-pull rod 4 realizes interior lead
Relative motion between rail 3, outer guide 2 takes a step to move to realize without steady rope self-supporting modularization vertical shaft driving and masonry construction device
Make.
Built-in fitting 1 is embedded into the borehole wall when 30 meters of constructions before progress vertical shaft, according to circumference uniform distribution 4 on the same horizontal plane
A, built-in fitting 1 is overlapped at vertical direction center.Built-in fitting 1 is the tapered cup nut of Fig. 2.Vertical shaft masonry reach 30 meters after by nothing
Step type device in steady rope self-supporting modularization vertical shaft driving and masonry construction device passes through boom hoisting (crane or well on ground
Frame winch) (integral mold plate 11 has been fixed in 8 I-beam lower surface of scratch diskette) is transferred in well, guide rail is installed into base device first
In 7 installations to built-in fitting 1, whole device is transferred to underground, checks each position situation of step type formwork supporting system, it is qualified
Next step use is carried out afterwards.It includes frame structure 71, limiting device 72 and idler wheel 73 that guide rail, which installs base device 7, is mounted on frame
Bearing pin 15 in structure 71 carries the gravitational load of whole device, frame structure 71 is fixed on well by the overlap joint of hook 16
On wall, hook 16 is fixed on scratch diskette 8, and outer guide 2 is mounted in frame structure 71, between outer guide 2 and frame structure 71
Limiting device 72 and idler wheel 73 are set.Guide rail installs the mounting structure of base device 7 and outer guide 2 etc. as shown in Fig. 2, built-in fitting 1
I.e. tapered cup nut is embedded into advance in concrete 12, in the rock texture 13 of concrete casting to the borehole wall, passes through load-bearing bolt 14
Guide rail installation base device 7 is fixed on the borehole wall with built-in fitting 1, when outer guide 2 slides, guide rail installation base device 7 can be pierced into
Frame structure 71 in and slided, under the restriction of limiting device 72 and under the guiding of roller devices 73, carry out upwards or
Downward movement, just because of limiting device 72 and roller devices 73 ensure that interior guide rail 3 in the restriction of circular well cylinder radial direction
With the parallel relation between outer guide 2.After bearing pin 15 is extracted, hydraulic push-pull rod 4 is released, and makes hook 16 together with protection disk 6
After moving to certain position downwardly together with scratch diskette 8, load-bearing bolt 14 is removed, then guide rail installation base device 7 slides down to
At scheduled next section of tapered cup nut, guide rail is installed to the frame structure 71 and tapered cup nut of base device 7 with load-bearing bolt 14
After fixation, outer guide 2 is moved downwardly to corresponding position, and whole device is overlapped on guide rail installation base device 7 by bearing pin 15.
In place without steady rope self-supporting modularization vertical shaft driving and masonry construction device, the staff positioned at shaft bottom carries out next pick
It builds the perforating of section, fill out medicine, blasting work.After the completion, by temporary disk (T-disk) 10 and the decentralization of grab loader 5 to operating position, 4 on hanging scaffold
9 start-up operation stretching hydraulic stem of stretching oil cylinder, temporary disk (T-disk) 10 is fixed, and the spoil of shaft bottom explosion is picked up in the work of grab loader 5, places
In the well-bucket transferred to ground, barren rock removing is carried out, repeats operation until the barren rock in shaft bottom is removed and completed.Promoted temporary disk (T-disk) 10 and
For grab loader 5 to home, stretching oil cylinder 9, which works, fixes temporary disk (T-disk) 10.Without steady rope self-supporting modularization vertical shaft driving and masonry construction dress
It sets with lifting hole, well-bucket etc. passes through lifting hole by ground stable car and promoted.
After being adjusted to the borehole wall of new driving section, integral mold plate 11 is fixed on the borehole wall, is leveled.Integral mold plate
After 11 adjustment are qualified, concreting is carried out, enters setting time after the completion of pouring, carries out beating for next driving section at this time
Eye fills out medicine, explosion, slagging-off work, and after the completion, integral mold plate 11 is demoulded, and integral mold plate is that Reusability is standard frock.
An active section is run down without steady rope self-supporting modularization vertical shaft driving and masonry construction device after the completion of demoulding.Load-bearing bolt is extracted,
Hydraulic push rod 4 is released, and the working portion among step type formwork supporting system moves down an active section, wherein interior guide rail 3
It is parallel to the movement of outer guide 2, fixes guide rail installation base device 7 behind in-position.Outer guide 2 is parallel to interior guide rail 3 fortune downwards
After a dynamic active section, outer guide 2 is overlapped on guide rail installation base device 7, without steady rope self-supporting modularization vertical shaft driving and masonry construction
Device completes a step cycle job.
The above content is the further descriptions for combining specific preferred embodiment to be the present invention, are convenient for the skill
The technical staff in art field can understand and apply the invention, and it cannot be said that specific implementation of the invention is only limited to these instructions.
For those of ordinary skill in the art to which the present invention belongs, it can also make without departing from the inventive concept of the premise
Several simple deduction or replace, without having to go through creative labor.Therefore, those skilled in the art are according to the present invention takes off
Show, the simple modifications made to the present invention all should be within protection scope of the present invention.
Claims (9)
- The self-supporting modularization vertical shaft driving and masonry construction device 1. a kind of nothing is surely restricted, which is characterized in that including step type running gear, protect Protection plate and scratch diskette, protection disk are fixedly connected with scratch diskette by interior guide rail, and step type running gear includes outer guide, push-and-pull Bar, push-pull rod one end are fixed on scratch diskette lower surface, and one end is hinged on the end face of outer guide, and outer guide passes through a fixed device It is arranged on the borehole wall, fixed device includes built-in fitting and guide rail installation base device, and built-in fitting is embedded in the borehole wall, guide rail mounting base dress It sets and is removably attached on built-in fitting, outer guide passes through guide rail installation base device and slides in guide rail installation base device.
- The self-supporting modularization vertical shaft driving and masonry construction device 2. nothing according to claim 1 is surely restricted, which is characterized in that guide rail peace Filling base device includes frame structure, limiting device and idler wheel, and outer guide is mounted in frame structure, outer guide and frame structure it Between limiting device and idler wheel are set.
- The self-supporting modularization vertical shaft driving and masonry construction device 3. nothing according to claim 1 is surely restricted, which is characterized in that built-in fitting For taper embedded nut.
- The self-supporting modularization vertical shaft driving and masonry construction device 4. nothing according to claim 3 is surely restricted, which is characterized in that guide rail peace Dress base device is fixed on taper embedded nut by load-bearing bolt.
- The self-supporting modularization vertical shaft driving and masonry construction device 5. nothing according to claim 1 is surely restricted, which is characterized in that without steady rope Self-supporting modularization vertical shaft driving and masonry construction device includes temporary disk (T-disk) and grab loader, and grab loader is fixed on temporary disk (T-disk) lower surface, temporarily The lifting means being arranged on disk and scratch diskette is connect.
- The self-supporting modularization vertical shaft driving and masonry construction device 6. nothing according to claim 5 is surely restricted, which is characterized in that described to mention Rising equipment is hoist engine.
- The self-supporting modularization vertical shaft driving and masonry construction device 7. nothing according to claim 5 is surely restricted, which is characterized in that temporary disk (T-disk) Upper surface, which is uniformly distributed along the circumference, installs 4 stretching oil cylinders, and temporary disk (T-disk) is fixed on the borehole wall by 4 stretching oil cylinders.
- The self-supporting modularization vertical shaft driving and masonry construction device 8. nothing according to claim 1 is surely restricted, which is characterized in that push-pull rod For hydraulic push-pull rod or electric push rod.
- The self-supporting modularization vertical shaft driving and masonry construction device 9. nothing according to claim 1 is surely restricted, which is characterized in that without steady rope Self-supporting modularization vertical shaft driving and masonry construction device includes integral mold plate, and integral mold plate is fixedly mounted on scratch diskette lower surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610227810.XA CN107288640B (en) | 2016-04-13 | 2016-04-13 | A kind of nothing is surely restricted self-supporting modularization vertical shaft driving and masonry construction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610227810.XA CN107288640B (en) | 2016-04-13 | 2016-04-13 | A kind of nothing is surely restricted self-supporting modularization vertical shaft driving and masonry construction device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107288640A CN107288640A (en) | 2017-10-24 |
| CN107288640B true CN107288640B (en) | 2019-07-30 |
Family
ID=60095952
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610227810.XA Expired - Fee Related CN107288640B (en) | 2016-04-13 | 2016-04-13 | A kind of nothing is surely restricted self-supporting modularization vertical shaft driving and masonry construction device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107288640B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112610543B (en) * | 2020-12-18 | 2022-04-15 | 中国矿业大学 | Vertical shaft construction stepping template system, hydraulic control system thereof and pipeline collecting or installing method |
| CN113123793B (en) * | 2021-04-09 | 2023-07-25 | 金诚信矿业管理股份有限公司 | Weak stratum vertical shaft derrick structure and construction method thereof |
| CN116044408A (en) * | 2023-01-10 | 2023-05-02 | 中国水利水电第四工程局有限公司 | Hydraulic leveling internal climbing type slip formwork device for deep vertical shaft |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3451275B2 (en) * | 1998-06-29 | 2003-09-29 | 株式会社大本組 | Deep foundation excavator |
| JP3545723B2 (en) * | 2001-05-23 | 2004-07-21 | 西松建設株式会社 | Shaft construction machine, shaft construction method and deep foundation method |
| CN101660421B (en) * | 2009-08-18 | 2012-04-18 | 北京中煤矿山工程有限公司 | Walking type hydraulic operation integral metal template |
| CN103711491A (en) * | 2013-12-19 | 2014-04-09 | 中国长江三峡集团公司 | Equipment used for vertical shaft concrete lining construction and construction method thereof |
| CN103924977B (en) * | 2014-02-27 | 2016-01-06 | 中铁工程装备集团有限公司 | Center stand column tunneling boring shaft drilling machine |
| CN204663529U (en) * | 2015-05-25 | 2015-09-23 | 中煤第三建设（集团）有限责任公司 | Vertical shaft operation disk |
| CN205591926U (en) * | 2016-04-13 | 2016-09-21 | 中国黄金集团建设有限公司 | Do not have self -supporting modularization shaft of surely restricting and dig step construction equipment |
-
2016
- 2016-04-13 CN CN201610227810.XA patent/CN107288640B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN107288640A (en) | 2017-10-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103850684B (en) | A kind of shaft excavation machine expands the sinking shaft technique of anti-well rig pilot shaft | |
| CN102913248B (en) | The overall upset hanging template of wholecircle and formwork erection, release method | |
| CN108678752B (en) | Shaft equipment rapid installation process | |
| CN104652298B (en) | A kind of whole dismounting system and construction method thereof transferred across box beam supported based on bridge floor | |
| CN102704949A (en) | No-pull rod side wall construction method for underground tunnel and formwork trolley for construction | |
| CN103924977A (en) | Center-pillared full-face shaft drilling machine | |
| CN201411900Y (en) | Hydraulic die lifter for chimneys | |
| CN108533268B (en) | Vertical shaft construction device and use method thereof | |
| CN103043526A (en) | Integral hoisting device and method for super-long steel reinforcement cage of underground continuous wall | |
| CN202596743U (en) | Formwork trolley for underground tunnel pull-rod-free side wall construction | |
| CN105692470A (en) | Internal climbing tower crane and operating method thereof | |
| CN103696774B (en) | Aboveground down-hole parallel construction staple shaft frame development method | |
| CN107288640B (en) | A kind of nothing is surely restricted self-supporting modularization vertical shaft driving and masonry construction device | |
| CN101566005B (en) | Chimney hydraulic mould lifting device | |
| CN101660421A (en) | Walking type hydraulic operation integral metal template | |
| CN206233541U (en) | A kind of interior top external climbing mould bases operation platform for construction of super highrise building | |
| CN102536249A (en) | Fast construction method of headframe lifting system | |
| CN102733608B (en) | Construction method for spray head layer of granulation tower | |
| CN108005096A (en) | A kind of suspension type wall submersion construction method for city vertical shaft construction | |
| CN205591926U (en) | Do not have self -supporting modularization shaft of surely restricting and dig step construction equipment | |
| CN109706918B (en) | Reinforcing cage orifice forming device for hoisting limited space and construction method thereof | |
| CN104196446A (en) | Six-arm full hydraulic anchor rod and anchor cable drill carriage used in cooperation with continuous miner | |
| CN204024469U (en) | The all-hydraulic anchor shaft anchor cable drill carriage of six arms that a kind of supporting continuous miner uses | |
| CN202926333U (en) | Hanging system of whole-circle integral upside down hanging formwork | |
| CN207293981U (en) | The hanging apparatus of two lining trolleys in a kind of sand gravel tunnel |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190730 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |