CN209040830U - A kind of Construction of Silo plate device - Google Patents
A kind of Construction of Silo plate device Download PDFInfo
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- CN209040830U CN209040830U CN201821805932.3U CN201821805932U CN209040830U CN 209040830 U CN209040830 U CN 209040830U CN 201821805932 U CN201821805932 U CN 201821805932U CN 209040830 U CN209040830 U CN 209040830U
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- 238000010276 construction Methods 0.000 title claims abstract description 27
- 238000013519 translation Methods 0.000 claims abstract description 129
- 230000001105 regulatory effect Effects 0.000 claims description 13
- 238000009415 formwork Methods 0.000 claims description 2
- 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 description 2
- 230000014616 translation Effects 0.000 description 100
- 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
- 239000000203 mixture 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
- 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
- 238000005192 partition Methods 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
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model 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, the Construction of Silo plate device of the utility model is set as enclosing by pushing translation template to enclose, building for template wall is just completed, 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 utility model 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).
Utility model content
To solve the above-mentioned problems, the purpose of the utility model is to provide one kind convenient for building and demoulding disassembly, and perpendicular
Well inner wall pours smooth Construction of Silo plate device.
The Construction of Silo plate device of the utility model, 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 extremely
Several pieces of translation template tandem arrays enclose and are set as enclosing.
Compared with the existing technology, the Construction of Silo plate device of the utility model is set as enclosing by pushing translation template to enclose,
Building for template wall is just completed, building for vertical shaft inner wall can be completed in casting concrete between the crater wall and template wall dug
It makes, it is seen that build process is simple；Similarly, after concrete setting, by horizontal power push rod it is flexible make translate template to
Bracket is drawn close, and demoulding disassembly process can be completed, it is seen then that demoulding disassembly process is also simple.In addition, due to the area for translating template
Greatly, enclose be set as template wall translation template number it is few, therefore formed seam it is few, 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, according to the present invention will be described in detail below with reference to the accompanying drawings.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the Construction of Silo plate device of the utility model；
Fig. 2 is the structural schematic diagram of the bracket of the utility model；
Fig. 3 is the structural schematic diagram of the first translation template of the utility model；
Fig. 4 is the structural schematic diagram of the second translation template of the utility model；
Fig. 5 is the structural schematic diagram of the regulating rod of the utility model；
Fig. 6 is the structural schematic diagram of the translation template of the utility model and the template wall of adjusting template composition；
Fig. 7 is the assembling process schematic diagram of the Construction of Silo plate device of the utility model.
Specific embodiment
Referring to Fig. 1, its structural schematic diagram for the Construction of Silo plate device of the utility model.The utility model erects
Well construction plate device 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, other end connection translation mould
Plate 20 pushes translation template 20 to be moved on the circumference being adapted with itself radian, is then inserted into phase in the adjusting template 70
The gap of neighbour's translation template 20, and spliced with translation template 20, it can tentatively complete building for template wall.
Referring to Fig. 2, its structural schematic diagram for the bracket of the utility model.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 in diagonal positions
11 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.
The lower end of the support post 11 is provided with support base 11, for fixing the lifting drive push rod 50.The two of the sunpender 13
End is provided with lifting hole(eyelet) 131, for bracket, and the fixed and translation template being connected on bracket etc. to be hung in vertical shaft, and
It is hung up and down in vertical shaft.
Please refer to Fig. 3 and Fig. 4, wherein Fig. 3 is the structural schematic diagram of the first translation template of the utility model；Fig. 4
For the structural schematic diagram of the second translation template of the utility model.Specifically, the translation template 20 includes two piece of first translation
Three companies are respectively and fixedly provided in template 21 and two piece of second translation template 22, the first translation template 21 and the second translation template 22
Block 23 is connect, the level height of every link block 23 is identical as the level height of three crossbeams 12 of 10 top of bracket respectively.It is described
First, which translates first of template 21, is fixed with a rectangular guided in translation bar 40 with the center of Article 3 link block 23, with institute
The center for stating the first translation template 21 opposite first and Article 3 crossbeam 12 is provided with rectangular guide sleeve 121.Described
Two rectangular guided in translation bars 40 are fixed on two translations first of templates 22 and Article 3 link block 23, with described second
Translating setting on template 21 opposite first and Article 3 crossbeam 12, there are two rectangular guide sleeves 121.
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
It is moved on direction.The each side of the guided in translation bar 40 is provided with draw runner 41, for reducing its rubbing between guide sleeve 121
Power is wiped, 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, its structural schematic diagram for the regulating rod of the utility model.The regulating rod 60 includes adjustment pipe
61, the first screw rod 62 and the second screw rod 63.The opposite spiral shell in direction of rotation is provided on the both ends inner wall of the adjustment pipe 61
The rotation direction of thread of line, first screw rod 62 and the second screw rod 63 is on the contrary, spiral shell is distinguished at the both ends of the adjustment pipe 61
Line connects first screw rod 62 and the second screw rod 63.Specifically, the adjustment pipe 61 is left-handed with the first screw rod 62
It is threadedly coupled, 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 tune
The other end of full-round hole 611, first screw rod 62 connects first or Article 3 crossbeam 12, second screw rod 63
The other end connects first and Article 3 link block 23.The specifically used mode of regulating rod 60 are as follows: if translation template 20 and bracket
When the distance at 10 centers and the radius difference of required template wall, then by the adjustment circular hole 611 of a steel bar insertion adjustment pipe 61
In, rotation steel bar drives adjustment pipe 61 to rotate, if rotated to the left, adjustment pipe 61 moves right, adjustment translation template 20
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 the template wall of translation template and the adjusting template composition of the utility model.
The adjusting template 70 is one block of steel plate with radian, and circumference corresponding to radian is corresponding with the translation radian of template 20
Circumference 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 the shaft template device of the utility model are explained below.Referring to Fig. 7, it is this
The assembling process schematic diagram of the shaft template device of utility model.Firstly, guided in translation bar 40 is fixed to translation on the ground
On the link block 23 of template 20, then by the corresponding guide sleeve 121 penetrated on crossbeam 12 of guided in translation bar 40, and by press horizontal mobile
It pushes bar 30 to be articulated on link block 23, completes the preliminary assembling of plate device；Then, with hanging on steel wire penetrating sunpender 13
Preliminary assembled plate device is hung in the hole for a certain depth dug by wirerope by hole 131, crane or manpower
Bottom；Then, adjusting lifting drive push rod 50 by control system makes each circle crossbeam 12 all holdings of bracket 10 horizontal, and leads to
Crossing control system adjusting adjusting horizontal power push rod 30 pushes translation template 20 to be moved to scheduled (required) mould far from bracket
On wooden partition circumference；Next, regulating rod 60 is articulated on crossbeam 12 and link block 23, pipe 61 is adjusted with a steel bar insertion
It adjusts in circular hole 611, rotation steel bar drives adjustment pipe 61 to rotate, imperceptibly to adjust translation template 20 to scheduled position；Most
Afterwards, it is inserted into adjusting template 70 between translation template 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.Dress after demoulding
It sets and is restored to preliminary assembled state, hang go back to ground.After the vertical shaft of next depth hole dig it is good after, then by the device of preliminary assembled state
Hole bottom is hung in, above-mentioned assembling is repeated, pours and demould disassembly process, until vertical shaft construction finishes.
Above-mentioned drawings and examples are one of embodiment of the shaft template device of the utility model, except this it
There are also multiple types for the shaft template device of outer the utility model.Such as the application of the Construction of Silo plate device of the utility model
Be not limited to Circular Shaft, can also be the vertical shaft of other shapes, such as polygon, ellipse, it is corresponding change translation template with
The shape of adjusting template and the shape of bracket；Furthermore it is possible to adjusting template not used, only with translation template composition
Template wall；Translation template and adjusting template can not use steel plate, can use the plate of other materials；Same guided in translation bar,
Bracket and regulating rod can not also use Steel material, and are made using other materials；It is fixed on the first translation template link block
Guided in translation bar can be more than one, the guided in translation bar being fixed on the second translation template link block can be more than two
Item is correspondingly arranged the guide sleeve of respective numbers, and when mobile to carriage center direction, will not stop from each other.
Compared with the existing technology, the shaft template device of the utility model 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；After concrete setting, flexible by horizontal power push rod draws close translation template to bracket
Complete demoulding 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
The translation template number of wall 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 linked together by nut, endurance is strong, will be greatly reduced the probability that quick-fried mould phenomenon occurs.In addition, passing through setting lifting
Regulating device and translation guide rod enable translation template accurately to move in same level height, thus greatly reduce
There is the probability of faulting of slab ends phenomenon in the borehole wall poured.
Above-described embodiments merely represent several embodiments of the utility model, the description thereof is more specific and detailed,
But it cannot be understood as the limitations to utility model patent range.It should be pointed out that for the common skill of this field
For art personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these are belonged to
The protection scope of the utility model.
Claims (10)
1. a kind of Construction of Silo plate device, it is characterised in that: several pieces of translation templates, several horizontal power push rods and branch
Frame；One end of the horizontal power push rod is fixed on bracket, other end connection translation template, if pushing translation template movement extremely
Dry block translation template tandem array, which encloses, to be set as enclosing.
2. Construction of Silo plate device according to claim 1, it is characterised in that: further include several pieces of adjusting templates, institute
Stating adjusting template, successively spaced enclose is set as enclosing with translation template.
3. according to claim 1 or Construction of Silo plate device described in 2 any one, it is characterised in that: the bracket includes
Several support posts and several crossbeams being set up between adjacent two support posts are provided on the crossbeam and lead
To set；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 plate device according to claim 3, it is characterised in that: further include that several lifting drives push away
Bar, the lifting drive push rod are fixed on the bottom of the support post.
5. Construction of Silo plate device according to claim 3, it is characterised in that: it further include several regulating rods, it is described
Regulating rod includes adjustment pipe, the first screw rod and the second screw rod；Direction of rotation is provided on the both ends inner wall of the adjustment pipe
The rotation direction of thread of opposite screw thread, first screw rod and the second screw rod is on the contrary, the both ends of the adjustment pipe are distinguished
It is threadedly coupled first screw rod and the second screw rod；The other end connecting cross beam of first screw rod, second spiral shell
The other end connection translation template of spinner handle.
6. Construction of Silo plate device according to claim 3, it is characterised in that: the bracket further includes several and hangs
Bar, the both ends of the sunpender are separately connected the top of two support posts on same diagonal line, are arranged on the sunpender
There is lifting hole(eyelet).
7. Construction of Silo plate device according to claim 5, it is characterised in that: the translation template is towards in bracket
Several link blocks are provided on wall, one end of the horizontal power push rod is fixed on the crossbeam of bracket, and the other end is fixed on
On the link block for translating template；The other end of second screw rod is connected on the link block of translation template.
8. Construction of Silo plate device according to claim 4, it is characterised in that: the lower end of the support post is provided with
Support base, the lifting drive push rod are fixed on support base.
9. Construction of Silo plate device according to claim 5, it is characterised in that: the center of the adjustment pipe is provided with tune
Full-round 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 plate device according to any claim in claim 4 to 9, it is characterised in that: described flat
Shifting formwork plate includes the first translation template and the second translation template, and the first translation template and the second translation template are spaced；
It is fixed with a guided in translation bar on the link block of the first translation template, is fixed on the link block of the second translation template
There are two guided in translation bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821805932.3U CN209040830U (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 |
|---|---|---|---|
| CN201821805932.3U CN209040830U (en) | 2018-11-02 | 2018-11-02 | A kind of Construction of Silo plate device |
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| Publication Number | Publication Date |
|---|---|
| CN209040830U true CN209040830U (en) | 2019-06-28 |
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ID=67039248
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821805932.3U Active CN209040830U (en) | 2018-11-02 | 2018-11-02 | A kind of Construction of Silo plate device |
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| Country | Link |
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| CN (1) | CN209040830U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109209388A (en) * | 2018-11-02 | 2019-01-15 | 中铁五局集团第四工程有限责任公司 | A kind of Construction of Silo plate device |
-
2018
- 2018-11-02 CN CN201821805932.3U patent/CN209040830U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109209388A (en) * | 2018-11-02 | 2019-01-15 | 中铁五局集团第四工程有限责任公司 | A kind of Construction of Silo plate device |
| CN109209388B (en) * | 2018-11-02 | 2024-06-25 | 中铁五局集团第四工程有限责任公司 | Shaft construction template device |
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