CN109209388A - A kind of Construction of Silo plate device - Google Patents
A kind of Construction of Silo plate device Download PDFInfo
- Publication number
- CN109209388A CN109209388A CN201811298508.9A CN201811298508A CN109209388A CN 109209388 A CN109209388 A CN 109209388A CN 201811298508 A CN201811298508 A CN 201811298508A CN 109209388 A CN109209388 A CN 109209388A
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- template
- translation
- construction
- bracket
- silo
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- 238000010276 construction Methods 0.000 title claims abstract description 28
- 238000013519 translation Methods 0.000 claims abstract description 131
- 230000001105 regulatory effect Effects 0.000 claims description 11
- 238000009415 formwork Methods 0.000 claims description 4
- 230000014616 translation Effects 0.000 claims 22
- 238000000034 method Methods 0.000 abstract description 17
- 238000005266 casting Methods 0.000 abstract description 6
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000003491 array Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 14
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 239000000463 material Substances 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 239000010720 hydraulic oil Substances 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000003921 oil Substances 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D5/00—Lining shafts; Linings therefor
- E21D5/12—Accessories for making shaft linings, e.g. suspended cradles, shutterings
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)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The present invention relates to a kind of Construction of Silo plate devices, including several pieces of translation templates, several horizontal power push rods and bracket；One end of the horizontal power push rod is fixed on bracket, and other end connection translation template pushes translation template movement to enclose to several pieces of translation template tandem arrays and is set as enclosing.Compared with the existing technology, Construction of Silo plate device of the invention is set as enclosing by pushing translation template to enclose, and just completes building for template wall, the construction of vertical shaft inner wall can be completed in casting concrete between the crater wall and template wall dug, it is seen that build process is simple；Similarly, after concrete setting, flexible by horizontal power push rod draws close translation template to bracket, demoulding disassembly process can be completed, it is seen then that demoulding disassembly process is also simple.In addition, due to translation template area it is big, enclose be set as template wall translation template number it is few, therefore formed seam it is few, the borehole wall is smooth.
Description
Technical field
The present invention relates to vertical shaft liner support apparatus, more particularly to a kind of Construction of Silo plate device.
Background technique
Vertical shaft is channel and the plenum ventilation mouth that underground sediment or mud are transported when excavating or clear up karez closed conduit.
Few then have a vertical shaft more than ten on one karez, more, there are up to a hundred.In order to avoid crater wall is collapsed in the use process of vertical shaft
It falls into, falls into the karez of underground, damage with causing karez, generally crater wall is smeared or casting concrete is to reinforce.
In addition, due to the digging process of building of vertical shaft be from ground gradually in depth under, in order to avoid in lower section operation, in the vertical shaft of top
Wall slump stone, soil block etc. injure personnel, damage product by a crashing object, cause safety accident, general using segmentation construction mode.I.e. per downwards
Certain depth is dug, first the inner wall of this part is smeared or pours upper concrete to reinforce, starts to carry out next depth later again
The excavation of degree.
Existing vertical shaft internal-wall concrete pours mode and is, using several pieces of wood board splicings at template wall, what this was spliced into
Template wall is more smaller than the mine pit diameter dug；Then to casting concrete between the template wall being spliced into and the crater wall dug；To
After concrete setting, one piece of block removes plank, completes demoulding.Since plank and the number of parts for helping it to splice are numerous, and
It needs to set up supporting element, therefore builds and demould the disassembly quite time-consuming effort of template wall, slow project progress can be dragged, increase spending；
On the other hand, if defective tightness at wood board splicing, concrete can overflow splicing gap and leave seam on the borehole wall, and plank number
It measures numerous, causes seam more, borehole wall surface is not smooth enough, and adjacent plank has relative displacement (faulting of slab ends phenomenon), so that together
The borehole wall seam of one depth is uneven；In addition, cannot withstand enough pressures if the connection at wood board splicing is not secured enough
Power, then during injecting concrete, template wall meeting explosion causes concrete to leak out outside mold (quick-fried mould phenomenon).
Summary of the invention
To solve the above-mentioned problems, the object of the present invention is to provide one kind convenient for building and demoulding disassembly, and in vertical shaft
Wall pours smooth Construction of Silo plate device.
Construction of Silo plate device of the invention, including several pieces of translation templates, several horizontal power push rods and bracket；
One end of the horizontal power push rod is fixed on bracket, and other end connection translation template pushes translation template movement to several
Block translation template tandem array, which encloses, to be set as enclosing.
Compared with the existing technology, Construction of Silo plate device of the invention is set as enclosing by pushing translation template to enclose, just complete
At building for template wall, the construction of vertical shaft inner wall is can be completed in casting concrete between the crater wall and template wall dug, can
See that build process is simple；Similarly, after concrete setting, flexible by horizontal power push rod leans on translation template to bracket
Hold together, demoulding disassembly process can be completed, it is seen then that demoulding disassembly process is also simple.In addition, being enclosed since the area of translation template is big
The translation template number for being set as template wall is few, therefore the seam formed is few, and the borehole wall is smooth.
It further, further include several pieces of adjusting templates, successively spaced enclose sets the adjusting template with translation template
Lopping.When translating near template movement to the crater wall dug, adjusting template is inserted between adjacent translation template
Complete building for template wall.Since relative to translation template, adjusting template is only one block of plate, and structure is simple, is easy to make, join
Expense can be reduced using translation template and adjusting template by closing.
Further, the bracket includes that several support posts and several are set up in adjacent two support posts
Between crossbeam, be provided with guide sleeve on the crossbeam；It further include guided in translation bar, one end of the guided in translation bar is fixed on
It translates in template, the other end passes through guide sleeve.By the way that guided in translation bar is arranged translation template is carried out in the horizontal direction
Movement far from bracket, occurs so as to avoid the case where faulting of slab ends.
It further, further include several lifting drive push rods, the lifting drive push rod is fixed on the support post
Bottom.By the support post bottom of bracket be arranged lifting drive push rod, it is ensured that the central axis of device entirety with it is set
Vertical shaft center overlapping of axles, avoiding device inclination.So that each crossbeam is in same level height, pass through guided in translation bar
The case where ensuring that every piece of translation template is located at same level height, further avoiding faulting of slab ends appearance.
It further, further include several regulating rods, the regulating rod includes adjustment pipe, the first screw rod and the second spiral
Bar；The opposite screw thread in direction of rotation, first screw rod and the second screw rod are provided on the both ends inner wall of the adjustment pipe
Rotation direction of thread on the contrary, it is described adjustment pipe both ends be threadedly coupled first screw rod and the second screw rod respectively；Institute
State the other end connecting cross beam of the first screw rod, the other end connection translation template of second screw rod.It is finely tuned by setting
The distance of bar adjustment translation template movement, goes out to improve the case where template encloses the precision for being set as circle, further avoids faulting of slab ends
It is existing.
Further, the bracket further includes several sunpenders, and the both ends of the sunpender are separately connected in same pair of horns
The top of two support posts on line is provided with lifting hole(eyelet) on the sunpender.Lifting hole(eyelet) is set by setting sunpender and on sunpender,
Crane or manpower convenient to use are by steel wire penetrating lifting hole(eyelet), with pipe-hanging hook and the lifting drive being fixed on bracket
It push rod and horizontal power push rod, the guided in translation bar being erected on bracket and is connected to by guided in translation bar flat on bracket
Shifting formwork plate, moves up and down in the shaft.
Further, the translation template is towards being provided with several link blocks, the horizontal power on the inner wall of bracket
One end of push rod is fixed on the crossbeam of bracket, and the other end is fixed on the link block of translation template；Second screw rod
The other end is connected on the link block of translation template.
Further, the lower end of the support post is provided with support base, and the lifting drive push rod is fixed on support base
On.
Further, the center of the adjustment pipe is provided with adjustment circular hole；The section of the guided in translation bar is polygon,
Draw runner is provided on each side of the guided in translation bar.Adjustment pipe can be rotated by the way that circular hole is arranged, with most laborsaving simplicity
Ground mode changes the moving direction of adjustment pipe, realizes the adjustment to translation template movement distance.By in the side of guided in translation bar
Draw runner is arranged in face, it is possible to reduce the friction of itself and guide sleeve.
Further, the translation template includes the first translation template and the second translation template, the first translation template
It is spaced with the second translation template；A guided in translation bar is fixed on the link block of the first translation template, described the
Two guided in translation bars are fixed on the link block of two translation templates.Pass through spaced first translation template and the second translation mould
Plate, avoids the case where guided in translation bar intersects congestion in the bracket appearance, that is, avoid can not adjust translation template movement away from
From the case where occur.
In order to better understand and implement, the invention will now be described in detail with reference to the accompanying drawings.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of Construction of Silo plate device of the invention；
Fig. 2 is the structural schematic diagram of bracket of the invention；
Fig. 3 is the structural schematic diagram of the first translation template of the invention；
Fig. 4 is the structural schematic diagram of the second translation template of the invention；
Fig. 5 is the structural schematic diagram of regulating rod of the invention；
Fig. 6 is the structural schematic diagram of the template wall of translation template of the invention and adjusting template composition；
Fig. 7 is the assembling process schematic diagram of Construction of Silo plate device of the invention.
Specific embodiment
Referring to Fig. 1, it is the structural schematic diagram of Construction of Silo plate device of the invention.Construction of Silo mould of the invention
Panel assembly includes bracket 10, translation template 20, horizontal power push rod 30, guided in translation bar 40, lifting drive push rod 50, regulating rod
60 and adjusting template 70.Described 30 one end of horizontal power push rod is fixed over the mount 10, and other end connection translation template 20 pushes
Translation template 20 is moved on the circumference being adapted with itself radian, is then inserted into adjacent flat shifting formwork plate in the adjusting template 40
Between 20 neutral gear, and spliced with translation template 20, can tentatively complete building for template wall.
Referring to Fig. 2, it is the structural schematic diagram of bracket of the invention.The bracket 10 includes four support posts 11,
Four crossbeams 12 have been set up between every two adjacent support posts 11, two support posts 11 in diagonal positions
Top is fixed with sunpender 13.It counts from top to bottom, is provided with rectangular guide sleeve 121 on first and Article 3 crossbeam 12.It is described
The lower end of support post 11 is provided with support base 11, for fixing the lifting drive push rod 50.The both ends of the sunpender 13 are set
It is equipped with lifting hole(eyelet) 131, for hanging in bracket, and the fixed and translation template being connected on bracket etc. in vertical shaft, and in vertical shaft
In up and down hang.
Please refer to Fig. 3 and Fig. 4, wherein Fig. 3 is the structural schematic diagram of the first translation template of the invention；Fig. 4 is this
The structural schematic diagram of second translation template of invention.Specifically, the translation template 20 includes two piece of first translation 21 He of template
Three link blocks 23 are respectively and fixedly provided in two piece of second translation template 22, the first translation template 21 and the second translation template 22,
The level height of every link block 23 is identical as the level height of three crossbeams 12 of 10 top of bracket respectively.First translation
First of template 21 is fixed with a rectangular guided in translation bar 40 with the center of Article 3 link block 23, flat with described first
The center of shifting formwork plate 21 opposite first and Article 3 crossbeam 12 is provided with rectangular guide sleeve 121.The second translation mould
Two rectangular guided in translation bars 40 are fixed on first of plate 22 and Article 3 link block 23, with the second translation template
There are two rectangular guide sleeves 121 for setting on 21 opposite first and Article 3 crossbeams 12.
One end of the guided in translation bar 40 is fixed on the link block 23 of translation template 20, and the other end passes through the crossbeam
Guide sleeve 121 on 12, so that translation template 20 is moved along guided in translation bar 40, it is ensured that translation template 20 is in level side
It moves up.The each side of the guided in translation bar 40 is provided with draw runner 41, for reducing its friction between guide sleeve 121
Power, in order to the movement of itself and translation template 20.
Described 30 one end of horizontal power push rod is fixed on bracket 10 and counts on Article 2 crossbeam 12 from top to bottom, and the other end is fixed
On the Article 2 link block 23 of translation template 20, pushed for template 20 will to be translated to the direction far from bracket.The level
Power push-rod 30 and lifting drive push rod 50 can be hydraulic power push rod, can also be with other power push-rods.If hydraulic power
Push rod, specifically, in horizontal power push rod 30, hydraulic oil cylinder barrel is fixed on crossbeam, and oil cylinder provides push rod and the company of power
It connects block to be connected, for pushing translation template distally to move；In lifting drive push rod 50, hydraulic oil cylinder barrel is fixed on support base
On, oil cylinder provides the push rod support of power on the ground, central axis and set vertical shaft central axis for adjusting body
It is overlapped, avoiding device inclination, so that each crossbeam is located at same level height, ensures to translate template by guided in translation bar
It moves horizontally.
Referring to Fig. 5, it is the structural schematic diagram of regulating rod of the invention.The regulating rod 60 includes adjustment pipe 61, the
One screw rod 62 and the second screw rod 63.The opposite screw thread in direction of rotation, institute are provided on the both ends inner wall of the adjustment pipe 61
The rotation direction of thread of the first screw rod 62 and the second screw rod 63 is stated on the contrary, the both ends of the adjustment pipe 61 are threadedly coupled respectively
First screw rod 62 and the second screw rod 63.Specifically, the adjustment pipe 61 and the first screw rod 62 are left hand thread company
It connects, the adjustment pipe 61 is that right-handed thread is connect with the second screw rod 63.The center of the adjustment pipe 61 is provided with adjustment circular hole
611, the other end of first screw rod 62 connects first or Article 3 crossbeam 12, the other end of second screw rod 63
Connection first and Article 3 link block 23.The specifically used mode of regulating rod 60 are as follows: if translation template 20 and 10 center of bracket
Distance and required template wall radius difference when, then by the adjustment circular hole 611 of steel bar insertion adjustment pipe 61, rotation
Steel bar drives adjustment pipe 61 to rotate, if rotated to the left, adjustment pipe 61 moves right, and adjustment translation template 20 is close to bracket
10；If rotated to the right, adjustment pipe 61 is moved to the left, and adjustment translation template 20 is far from bracket 10.
Referring to Fig. 6, its structural schematic diagram for translation template of the invention and the template wall of adjusting template composition.It is described
Adjusting template 70 is one block of steel plate with radian, the circumference corresponding with the translation radian of template 20 of circumference corresponding to radian
It is identical.Adjusting template 70 and translation spaced enclose of template 20 are set as a circle, form a complete template wall.
The assembling process and usage mode of shaft template device of the invention are explained below.Referring to Fig. 7, it is the present invention
Shaft template device assembling process schematic diagram.Firstly, guided in translation bar 40 is fixed to translation template 20 on the ground
On link block 23, then by the corresponding guide sleeve 121 penetrated on crossbeam 12 of guided in translation bar 40, and horizontal power push rod 30 is hung
It connects on link block 23, completes the preliminary assembling of plate device；Then, with the lifting hole(eyelet) 131 on steel wire penetrating sunpender 13, lifting
Preliminary assembled plate device is hung in the hole bottom for a certain depth dug by wirerope by machine or manpower；Then, pass through
Control system adjusts lifting drive push rod 50 and makes each circle crossbeam 12 all holdings of bracket 10 horizontal, and passes through control system tune
Section adjusts horizontal power push rod 30 and translation template 20 is pushed to be moved on scheduled (required) template wall circumference far from bracket；It connects
Get off, regulating rod 60 is articulated on crossbeam 12 and link block 23, with the adjustment circular hole 611 of a steel bar insertion adjustment pipe 61
In, rotation steel bar drives adjustment pipe 61 to rotate, imperceptibly to adjust translation template 20 to scheduled position；Finally, in translation mould
It is inserted into adjusting template 70 between plate 20 and is secured with nuts to form complete template wall.
After having built template wall, from concreting mouth to the template of translation template 20 formation alternate with adjusting template 70
Casting concrete between wall and crater wall.
After concrete setting, adjusting template 70 is first removed；Then regulating rod 60 is removed, then controlled level power push-rod
30 is mobile to bracket 10, drives translation template 20 to draw close to bracket 10, that is, completes demoulding disassembly process.Device after demoulding
It is restored to preliminary assembled state, hangs go back to ground.It is hung after the vertical shaft of next depth hole is dug well, then by the device of preliminary assembled state
Enter and cheat bottom, repeat above-mentioned assembling, pour and demould disassembly process, until vertical shaft construction finishes.
Above-mentioned drawings and examples are one of embodiment of shaft template device of the invention, in addition to this originally
There are also multiple types for the shaft template device of invention.Such as the application of Construction of Silo plate device of the invention is not limited to round erect
Well can also be the vertical shaft of other shapes, such as polygon, ellipse, the corresponding shape for changing translation template and adjusting template
The shape of shape and bracket；Furthermore it is possible to not use adjusting template, template wall is formed only with translation template；Translate mould
Plate and adjusting template can not use steel plate, can use the plate of other materials；Same guided in translation bar, bracket and regulating rod
Steel material can not be used, and is made using other materials；The guided in translation bar being fixed on the first translation template link block can
To be more than one, the guided in translation bar being fixed on the second translation template link block can be more than two, be correspondingly arranged phase
The guide sleeve of quantity is answered, and when mobile to carriage center direction, will not be stopped from each other.
Compared with the existing technology, shaft template device of the invention is set as enclosing by pushing translation template to enclose, and just completes
Template wall is built, and the construction of vertical shaft inner wall can be completed in casting concrete between the crater wall and template wall dug, it is seen that takes
It is simple to build process；After concrete setting, flexible by horizontal power push rod draws close translation template to bracket, can be completed
Demould disassembly process, it is seen then that demoulding disassembly process is also simple.In addition, enclosing since the area of translation template is big and being set as template wall
Translation template number is few, therefore the seam formed is few, and the borehole wall is smooth；And since translation template and adjusting template are steel plates, and it is logical
It crosses nut to link together, endurance is strong, will be greatly reduced the probability that quick-fried mould phenomenon occurs.In addition, passing through setting lift adjustment
Device and translation guide rod enable translation template accurately to move in same level height, thus greatly reduce and pour
The borehole wall there is the probability of faulting of slab ends phenomenon.
The embodiments described above only express several embodiments of the present invention, and the description thereof is more specific and detailed, but simultaneously
It cannot therefore be construed as limiting the scope of the patent.It should be pointed out that coming for those of ordinary skill in the art
It says, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to protection of the invention
Range.
Claims (10)
1. a kind of Construction of Silo template, it is characterised in that: several pieces of translation templates, several horizontal power push rods and bracket；Institute
The one end for stating horizontal power push rod is fixed on bracket, and other end connection translation template pushes translation template movement to several pieces
Translation template tandem array, which encloses, to be set as enclosing.
2. Construction of Silo template according to claim 1, it is characterised in that: further include several pieces of adjusting templates, the tune
Successively spaced enclose is set as enclosing section template with translation template.
3. according to claim 1 or Construction of Silo template described in 2 any one, it is characterised in that: the bracket includes several
Root support post and several crossbeams being set up between adjacent two support posts are provided with guide sleeve on the crossbeam；
It further include guided in translation bar, one end of the guided in translation bar is fixed in translation template, and the other end passes through guide sleeve.
4. Construction of Silo template according to claim 3, it is characterised in that: further include several lifting drive push rods, institute
State the bottom that lifting drive push rod is fixed on the support post.
5. Construction of Silo template according to claim 3, it is characterised in that: further include several regulating rods, the fine tuning
Bar includes adjustment pipe, the first screw rod and the second screw rod；It is opposite that direction of rotation is provided on the both ends inner wall of the adjustment pipe
Screw thread, the rotation direction of thread of first screw rod and the second screw rod is on the contrary, screw thread is distinguished at the both ends of the adjustment pipe
Connect first screw rod and the second screw rod；The other end connecting cross beam of first screw rod, second screw rod
The other end connection translation template.
6. Construction of Silo template according to claim 3, it is characterised in that: the bracket further includes several sunpenders, institute
The both ends for stating sunpender are separately connected the top of two support posts on same diagonal line, are provided with and hang on the sunpender
Hole.
7. Construction of Silo template according to claim 5, it is characterised in that: the translation template is towards on the inner wall of bracket
Several link blocks are provided with, one end of the horizontal power push rod is fixed on the crossbeam of bracket, and the other end is fixed on translation
On the link block of template；The other end of second screw rod is connected on the link block of translation template.
8. Construction of Silo template according to claim 4, it is characterised in that: the lower end of the support post is provided with support
Seat, the lifting drive push rod are fixed on support base.
9. Construction of Silo template according to claim 5, it is characterised in that: the center of the adjustment pipe is provided with adjustment circle
Hole；The section of the guided in translation bar is polygon, is provided with draw runner on each side of the guided in translation bar.
10. the Construction of Silo template according to claim 4-9 any one, it is characterised in that: the translation template includes
First translation template and the second translation template, the first translation template and the second translation template are spaced；Described first is flat
It is fixed with a guided in translation bar on the link block of shifting formwork plate, is fixed with two translations on the link block of the second translation template
Guide rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811298508.9A CN109209388A (en) | 2018-11-02 | 2018-11-02 | A kind of Construction of Silo plate device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811298508.9A CN109209388A (en) | 2018-11-02 | 2018-11-02 | A kind of Construction of Silo plate device |
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| Publication Number | Publication Date |
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| CN109209388A true CN109209388A (en) | 2019-01-15 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201811298508.9A Pending CN109209388A (en) | 2018-11-02 | 2018-11-02 | A kind of Construction of Silo plate device |
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| CN (1) | CN109209388A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110671114A (en) * | 2019-11-01 | 2020-01-10 | 中国地质大学（北京） | Recovery type circular shaft supporting device and method |
| CN111608662A (en) * | 2020-04-30 | 2020-09-01 | 北京中煤矿山工程有限公司 | Shaft oversized-diameter integral moving metal template |
| WO2021135038A1 (en) * | 2019-12-30 | 2021-07-08 | 中铁二局集团有限公司 | Method for construction of shaft lining |
| CN113882862A (en) * | 2021-11-15 | 2022-01-04 | 中煤第一建设有限公司 | High strength tunnel ventilation shaft pit shaft structure |
| CN115182734A (en) * | 2022-08-25 | 2022-10-14 | 煤炭工业合肥设计研究院有限责任公司 | Full hydraulic formwork device for building wall of vertical shaft |
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