CN205776670U - A kind of frame-type gully - Google Patents
A kind of frame-type gully Download PDFInfo
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- CN205776670U CN205776670U CN201620298209.5U CN201620298209U CN205776670U CN 205776670 U CN205776670 U CN 205776670U CN 201620298209 U CN201620298209 U CN 201620298209U CN 205776670 U CN205776670 U CN 205776670U
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Abstract
A kind of frame-type gully, including derrick (1), well seat (2) and arch bar (3), derrick (1) is built up in well seat (2) top, derrick (1) includes column (101) and collar tie beam (102), collar tie beam (102) is arranged between adjacent upright posts (101), the setting direction of collar tie beam (102) is vertical with column (101), the space level that column (101) and collar tie beam (102) are enclosed is equipped with annular arch bar (3), the sidewall contact of the sidewall of arch bar (3) and column (101) or coordinate, it is characterized in that: arch bar (3) is provided with arch bar suspension ring (301), the arch bar suspension ring (301) of neighbouring two-stage arch bar (3) are connected by the first reinforcement (401).This utility model, on the basis of former frame-type gully, sets up reinforcement, strengthens the connection of arch bar and derrick, thus significantly enhances the impact of arch bar opposing external force so that gully can adapt to various Complex Flow Status.
Description
Technical field
This utility model relates to gully, particularly relates to a kind of mill tailings storehouse frame-type gully.
Background technology
Storing up in Tailings Dam in general wet type, flood drainage system is as indispensable facility, and its pattern is the most reasonable, knot
Structure is the most reliably directly connected to the anti-safety of drainning off floodwaters of Tailings Dam.Conventional flood drainage system include gully-tunnel, gully-
Drain pipe, skewed slot-tunnel, skewed slot-drain pipe etc., wherein, the pattern of gully-tunnel uses extensively, it is possible to adapt to multiple multiple
Miscellaneous topographic and geologic condition, drainability is the strongest.Gully structural shape include walling crib formula, window type, frame-type and
Building block stone etc., frame-type gully convenient construction, Stability Analysis of Structures, water inlet ability are strong, and general medium-and-large-sized Tailings Dam all uses framework
Formula gully.
Frame-type gully is reinforced concrete structure, is made up of derrick, well seat and arch bar.Derrick part include column,
Collar tie beam, forms circular frame rack and panel construction.Well seating portion is armored concrete, is used for supporting top derrick and connecting lower shaft.
Arch bar is prefabricated reinforced concrete structure, along with the gradually lifting of gully water inlet absolute altitude, arch bar superposition step by step.
Conventional frame-type gully, due to arch bar superposition step by step in later stage running, with derrick in structure
On be to separate, the gap between arch bar and arch bar, between arch bar and derrick is typically by " geotextiles+cement " joint filling.This
Structural shape, generally, along with mine tailing piles up the rising of absolute altitude, arch bar is by the lateral pressure effect of periphery mine tailing, seam
Gap can gradually pressurized closely knit, as long as the bearing capacity of arch bar adapts with overlying mine tailing height, gully just can normally use.
Under some abnormal operation condition, such as earthquake, extraodinary flood or other abnormal operational conditions, arch bar may
Load vibrated or pulling force effect, owing to arch bar separates with on derrick geometry, only connected by cement mortar, because of
This, under this loading status, it is possible to causes arch bar to loosen or departs from, and then affects the normal use of gully, even
Directly contribute gully to collapse.Under some orographic condition, gully periphery is likely to be formed eddy-currents or other Complex Flow Status, arch
Plate is likely to tension under water circulation effect and loosens or depart from.It addition, during the use of some gully, arch bar is subject to
It is likely to cause to exotic accidental impact and loosens or depart from.
The Mechanics Cause that arch bar comes off is to bear pulling force.It practice, the possible tension of arch bar is the most little, but
Due to arch bar be to separate on derrick geometry, even if so by less pulling force effect, will also result in loosening of arch bar
Or depart from.And from the purposes of arch bar, it is complete that derrick is that early stage infrastructure project just pours, and arch bar is then to run in the later stage
Superposition step by step in journey, arch bar and derrick inconvenience one-piece casting, therefore, it can to consider increase by increasing simple auxiliary facility
Strong derrick and the globality of arch bar.
Utility model content
For overcoming above-mentioned problems of the prior art, the purpose of this utility model is to provide a kind of mill tailings frame
Posture gully, can significantly strengthen the impact of arch bar opposing external force.
The first embodiment provided according to this utility model, it is provided that a kind of frame-type gully:
A kind of frame-type gully, including derrick, well seat and arch bar.Derrick is built up in well seat top.Derrick includes column
And collar tie beam.Circle beam setting between adjacent upright posts, the setting direction of collar tie beam and uprights vertical.The space dress that column and collar tie beam are enclosed
There is annular arch bar, the sidewall of arch bar and the sidewall contact of column or coordinate.Arch bar is provided with arch bar suspension ring, and neighbouring two-stage is encircleed
The arch bar suspension ring of plate are connected by vertical or vertical direction the first reinforcement.
As preferably, described arch bar suspension ring are horizontally disposed with.
As preferably, the two ends of the first reinforcement are set as crotch form.
As preferably, the first reinforcement uses with arch bar suspension ring and is welded to connect.
As preferably, the quantity of arch bar suspension ring is such as 2-10, preferably 2-6.
The second embodiment provided according to this utility model, it is provided that a kind of frame-type gully:
A kind of frame-type gully, including derrick, well seat and arch bar.Derrick is built up in well seat top.Derrick includes column
And collar tie beam.Circle beam setting between adjacent upright posts, the setting direction of collar tie beam and uprights vertical.The space dress that column and collar tie beam are enclosed
There is annular arch bar, the sidewall of arch bar and the sidewall contact of column or coordinate.Arch bar is provided with arch bar suspension ring, every arch bar on column
Highly set one-level column suspension ring, be connected by horizontal or horizontal direction the second reinforcement with arch bar suspension ring with one-level column suspension ring.
As preferably, described column suspension ring are vertically arranged.Arch bar suspension ring are vertically arranged.
As preferably, the two ends of the second reinforcement are set as crotch form.
As preferably, the second reinforcement, around derrick one week, connects the column suspension ring whole with one-level and arch bar suspension ring.
As preferably, the second reinforcement uses and is welded to connect column suspension ring and arch bar suspension ring.
As preferably, the quantity of arch bar suspension ring is such as 2-10, preferably 2-6.
The third embodiment provided according to this utility model, it is provided that a kind of frame-type gully:
A kind of frame-type gully, including derrick, well seat and arch bar.Derrick is built up in well seat top.Derrick includes column
And collar tie beam.Circle beam setting between adjacent upright posts, the setting direction of collar tie beam and uprights vertical.The space dress that column and collar tie beam are enclosed
There is annular arch bar, the sidewall of arch bar and the sidewall contact of column or coordinate.Arch bar is provided with arch bar suspension ring, every arch bar on column
Highly set one-level column suspension ring, be connected by horizontal or horizontal direction the second reinforcement with arch bar suspension ring with one-level column suspension ring.
The arch bar suspension ring of neighbouring two-stage arch bar are connected by vertical or vertical direction the first reinforcement.
As preferably, described column suspension ring are vertically arranged, and arch bar suspension ring are splayed or herringbone setting.
As preferably, the two ends of the first reinforcement are set as crotch form.The two ends of the second reinforcement are set as crotch form.
As preferably, the second reinforcement, around derrick one week, connects the column suspension ring whole with one-level and arch bar suspension ring.
As preferably, the first reinforcement uses with arch bar suspension ring and is welded to connect.
As preferably, the second reinforcement uses and is welded to connect column suspension ring and arch bar suspension ring.
As preferably, the quantity of the suspension ring on each piece of arch bar is such as 2-10, preferably 2-6.
Typically, arch bar is arranged on outside column.An annular circle is constituted with column with the arch bar of one-level.Preferably, at circle
The left and right edge of the upper and lower edge of lateral surface of beam and the lateral surface of column all leave for install arch bar be used (to circle in recessed
) edge step.It is further preferred that after mounting so that column, collar tie beam and arch bar three (edge flush and) construct outside one
Week (outward appearance) is as the structure of erect-type cylinder.
In this utility model, reinforcement can use reinforcing bar, it is also possible to uses other suitable materials.If tailing water is to reinforcement
There is corrosiveness, protective layer can be set outside reinforcement.From consolidation effect, the third embodiment is the most reliable, but
Required reinforcement is also most, and economy is the most worst.Therefore, for concrete engineering, the big of probability can be departed from according to its arch bar
Little selection suitable scheme.
In this utility model, described circle beam setting refers to that between adjacent upright posts uprights vertical is arranged, and forms a ring
But having gap or space between column, collar tie beam is horizontally disposed with, a collar tie beam is at the same level cross section connecting column, a circle
Beam is connected on a horizontal plane connect all of column.The quantity of column can be unrestricted, comes according to the size of gully
Set, such as 3-25 root post, 4-20 root post, more preferably 4-15 root post, such as 6,10,12.The quantity of collar tie beam (i.e. goes up
The progression in lower direction) can be unrestricted, arrange according to the height of column, such as 1-20 collar tie beam, 2-15 collar tie beam, preferably 3-
10 collar tie beams.Distance between adjacent two collar tie beams can be identical, it is also possible to different.Such as, near the bottom of well seat, adjacent two
Distance between collar tie beam is less；Away from the upper end of well seat, the distance between adjacent two collar tie beams is bigger.Such as, between adjacent two collar tie beams
Distance can be 0.5-8m, preferably 1-6m, more preferably 2-5m, such as 3m.
In this utility model, the space that column and collar tie beam are enclosed refers to adjacent upright posts and adjacent collar tie beam equipped with annular arch bar
Common connect after, be provided with annular arch bar in the space surrounded, annular arch bar is placed in space, seals finger adjacent upright posts and adjacent
The space that collar tie beam surrounds after jointly connecting.
Preferably, arch bar outer wall and column outer wall collectively form complete arch ring.It addition, the layout of collar tie beam can use two kinds of types
Formula, the first is that collar tie beam external diameter is consistent with (surrounding) arch bar external diameter, and the gravity of arch bar is undertaken by collar tie beam；The second is collar tie beam external diameter
Consistent with (surrounding) arch bar internal diameter, gravity whole well seat of arch bar undertakes, and collar tie beam has actually only served the effect of overlap joint column.
It addition, in this utility model, the sidewall of arch bar and the sidewall contact of column or coordinate that to refer to that arch bar is arranged on vertical
Outside post, surround column, or arch bar inserts in the space between adjacent upright posts or gap.The sidewall of arch bar and the sidewall of column
Press close to and just adaptive.When gully outside accumulation mine tailing, the lateral forces of mine tailing is on arch bar, and the power of arch bar is transmitted
To column, overcoming in prior art and arrange inside column by arch bar, all of power all acts directly on the defect on baffle plate.Vertical
Post is the overall structure of cast in situs, and the effect of bearing external power is bigger.Mechanism of the present utility model is more firm.
In this utility model, the arch bar suspension ring of neighbouring two-stage arch bar are referred to by the first reinforcement connection: according to
Mining site needs, and along with mine tailing piles up the rising of absolute altitude, arch bar in layer adds up, and the first reinforcement connects neighbouring two
Suspension ring on level arch bar.
In this utility model, arch bar height is such as 200-500mm, preferably 250-400mm, more preferably 250-300mm,
Such as 200mm, 250mm.
In this utility model, column sets one-level column suspension ring every arch bar height and refers to according to every one-level adjacent turn beam
Between distance, the arch bar of corresponding height is set, the height further according to every one-level (or each layer) arch bar is (or corresponding in corresponding one-level
One layer) column on one-level column suspension ring are set.Column suspension ring match with arch bar suspension ring.Second reinforcement connects with one-level vertical
Post suspension ring and arch bar suspension ring.
In this utility model, the space surrounded according to adjacent collar tie beam and column, the sky being upwardly formed in same level side
Between or whole circle or whole ring be same one-level (or same layer).Correspondingly, the arch bar on same level direction be same one-level (or with
One layer).
In this utility model, arch bar suspension ring are horizontally disposed with, column suspension ring are vertically arranged, arch bar suspension ring are vertically arranged and are
Depending on relative level.
In this utility model, the two ends of the first reinforcement are set as crotch form, the two ends of the second reinforcement are set as crotch
Form refers to that the two ends of the first reinforcement or the second reinforcement are provided with the structure of crotch, it is simple to connect arch bar suspension ring or column hangs
Ring, the most firm after connection, follow-up welding of being also more convenient for.
In this utility model, arch bar suspension ring are that splayed or herringbone arrange and refer to that arch bar suspension ring are obliquely installed, with
Formation angle between horizontal plane, such as 30-60 degree, such as 45 degree, it is simple on same arch bar suspension ring, be simultaneously connected with horizontal first
Reinforcement and the second longitudinal reinforcement.
In this utility model, the second reinforcement refers to the column of the second reinforcement and same level for one week around derrick
Suspension ring and arch bar suspension ring all connect, and the arch bar of same level is all fixed together and is fixed on the column of same one-level
On.
In this utility model, the quantity of arch bar suspension ring can be unrestricted, such as 2-6, preferably 2-4, and more preferably 2
Individual or 3.Such as when arch bar suspension ring are 2, arch bar suspension ring are arranged on the end positions of the outer surface of arch bar.Arch bar suspension ring are 3
Time, arch bar suspension ring are arranged on the two ends of the outer surface of arch bar and centre position respectively sets one, and 3 arch bar suspension ring are in same level phase
On；The arch bar suspension ring at two ends can connect the second reinforcement, and the arch bar suspension ring in centre position connect the first reinforcement.Arch bar suspension ring
When being 4, arch bar suspension ring point two-layer (on two parallel horizontal lines on same arch bar) is arranged on the two of the outer surface of arch bar
End position, two setting up and down of every one end.
Compared with prior art, this utility model provides a kind of reinforcing thinking, i.e. at former frame-type gully and arch bar
On the basis of version, set up reinforcement, strengthen the connection of arch bar and derrick, thus significantly enhance arch bar opposing external force
Impact so that gully can adapt to various Complex Flow Status.
Accompanying drawing explanation
Fig. 1 prior art frame-type gully front view；
Fig. 2 prior art frame-type gully top view；
Fig. 3 Arch Bar Structure figure；
Fig. 4 this utility model the first scheme of frame-type gully reinforces floor map；
Fig. 5 this utility model the first scheme of frame-type gully reinforces elevational schematic view；
Fig. 6 this utility model frame-type gully first scheme reinforces floor map；
Fig. 7 this utility model frame-type gully first scheme reinforces elevational schematic view；
Fig. 8 this utility model the third scheme of frame-type gully reinforces floor map；
Fig. 9 this utility model the third scheme of frame-type gully reinforces elevational schematic view；
The 4th kind of scheme of Figure 10 this utility model frame-type gully reinforces floor map；
The 4th kind of scheme of Figure 11 this utility model frame-type gully reinforces elevational schematic view；
Figure 12 this utility model frame-type gully fifth version reinforces floor map；
Figure 13 this utility model frame-type gully fifth version reinforces elevational schematic view.
Reference: 1: derrick；101: column；102: collar tie beam；10101: column suspension ring；2: well seat；3: arch bar；301: arch
Plate suspension ring；401: the first reinforcements；402: the second reinforcements.
Detailed description of the invention
The first embodiment provided according to this utility model, it is provided that a kind of frame-type gully:
A kind of frame-type gully, including derrick 1, well seat 2 and arch bar 3.Derrick 1 is built up in well seat 2 top.Derrick 1 wraps
Include column 101 and collar tie beam 102.Collar tie beam 102 is arranged between adjacent upright posts 101, and the setting direction of collar tie beam 102 is hung down with column 101
Directly.The space that column 101 and collar tie beam 102 are enclosed equipped with annular arch bar 3, the sidewall contact of the sidewall of arch bar 3 and column 101 or join
Close.Arch bar 3 is provided with arch bar suspension ring 301, and the arch bar suspension ring of neighbouring two-stage arch bar 3 301 are by vertical or vertical direction the
One reinforcement 401 connects.
As preferably, described arch bar suspension ring 301 are horizontally disposed with.
As preferably, the two ends of the first reinforcement 401 are set as crotch form.
As preferably, the first reinforcement 401 uses with arch bar suspension ring 301 and is welded to connect.
As preferably, the quantity of arch bar suspension ring 301 is 1-20, preferably 2-10.
The second embodiment provided according to this utility model, it is provided that a kind of frame-type gully:
A kind of frame-type gully, including derrick 1, well seat 2 and arch bar 3.Derrick 1 is built up in well seat 2 top.Derrick 1 wraps
Include column 101 and collar tie beam 102.Collar tie beam 102 is arranged between adjacent upright posts 101, and the setting direction of collar tie beam 102 is hung down with column 101
Directly.The space that column 101 and collar tie beam 102 are enclosed equipped with annular arch bar 3, the sidewall contact of the sidewall of arch bar 3 and column 101 or join
Close.Arch bar 3 is provided with arch bar suspension ring 301, column 101 sets one-level column suspension ring 10101 every arch bar height, with one-level column
Suspension ring 10101 are connected by horizontal or horizontal direction the second reinforcement 402 with arch bar suspension ring 301.
As preferably, described column suspension ring 10101 are vertically arranged.Arch bar suspension ring 301 are vertically arranged.
As preferably, the two ends of the second reinforcement 402 are set as crotch form.
As preferably, the second reinforcement 402, around derrick 1 one weeks, connects the column suspension ring 10101 whole with one-level and arch
Plate suspension ring 301.
As preferably, the second reinforcement 402 uses and is welded to connect column suspension ring 10101 and arch bar suspension ring 301.
As preferably, the quantity of arch bar suspension ring 301 is 1-20, preferably 2-10.
The third embodiment provided according to this utility model, it is provided that a kind of frame-type gully:
A kind of frame-type gully, including derrick 1, well seat 2 and arch bar 3.Derrick 1 is built up in well seat 2 top.Derrick 1 wraps
Include column 101 and collar tie beam 102.Collar tie beam 102 is arranged between adjacent upright posts 101, and the setting direction of collar tie beam 102 is hung down with column 101
Directly.The space that column 101 and collar tie beam 102 are enclosed equipped with annular arch bar 3, the sidewall contact of the sidewall of arch bar 3 and column 101 or join
Close.Arch bar 3 is provided with arch bar suspension ring 301, column 101 sets one-level column suspension ring 10101 every arch bar height, with one-level column
Suspension ring 10101 are connected by horizontal or horizontal direction the second reinforcement 402 with arch bar suspension ring 301.Neighbouring two-stage arch bar 3
Arch bar suspension ring 301 are connected by vertical or vertical direction the first reinforcement 401.
As preferably, described column suspension ring 10101 are vertically arranged, and arch bar suspension ring 301 are in splayed or herringbone is arranged.
As preferably, the two ends of the first reinforcement 401 are set as crotch form.The two ends of the second reinforcement 402 are set as crotch
Form.
As preferably, the second reinforcement 402, around derrick 1 one weeks, connects the column suspension ring 10101 whole with one-level and arch
Plate suspension ring 301.
As preferably, the first reinforcement 401 uses with arch bar suspension ring 301 and is welded to connect.
As preferably, the second reinforcement 402 uses and is welded to connect column suspension ring 10101 and arch bar suspension ring 301.
As preferably, the quantity of arch bar suspension ring 301 is 1-20, preferably 2-10.
Embodiment 1
Such as Fig. 4 and Fig. 5, a kind of frame-type gully, including derrick 1, well seat 2 and arch bar 3.Derrick 1 is built up in well seat 2 and pushes up
Portion.Derrick 1 includes column 101 and collar tie beam 102.Collar tie beam 102 is arranged between adjacent upright posts 101, the setting direction of collar tie beam 102 with
Column 101 is vertical.The space that column 101 and collar tie beam 102 are enclosed is equipped with annular arch bar 3, the sidewall of arch bar 3 and the side of column 101
Wall contact or cooperation.Arch bar 3 is provided with 2 arch bar suspension ring 301, and the arch bar suspension ring 301 of neighbouring two-stage arch bar 3 are by first
Reinforcement 401 connects.First reinforcement 401 welds with arch bar suspension ring 301 contact position.First reinforcement 402 two ends set
Embayment hook forms.Arch bar suspension ring 301 are horizontally disposed with.
Embodiment 2
Such as Fig. 6 and Fig. 7, a kind of frame-type gully, including derrick 1, well seat 2 and arch bar 3.Derrick 1 is built up in well seat 2 and pushes up
Portion.Derrick 1 includes column 101 and collar tie beam 102.Collar tie beam 102 is arranged between adjacent upright posts 101, the setting direction of collar tie beam 102 with
Column 101 is vertical.The space that column 101 and collar tie beam 102 are enclosed is equipped with annular arch bar 3, the sidewall of arch bar 3 and the side of column 101
Wall contact or cooperation.Arch bar 3 is provided with 2 arch bar suspension ring 301, and column 101 sets one-level column suspension ring every arch bar height
10101, it is connected by the second reinforcement 402 with arch bar suspension ring 301 with one-level column suspension ring 10101.Second reinforcement 402 is with vertical
Post suspension ring 10101 and arch bar suspension ring 301 contact position weld.Second reinforcement 402 two ends are set as crotch form.Column hangs
Ring 10101 and arch bar suspension ring 301 are vertically arranged.
Embodiment 3
Such as Fig. 8 and Fig. 9, repeating embodiment 2, simply the second reinforcement 402 was around derrick 1 one weeks, will hang with one-level arch bar
Ring 301 all couples together.
Embodiment 4
Such as Figure 10 and Figure 11, a kind of frame-type gully, including derrick 1, well seat 2 and arch bar 3.Derrick 1 is built up in well seat 2
Top.Derrick 1 includes column 101 and collar tie beam 102.Collar tie beam 102 is arranged between adjacent upright posts 101, the setting direction of collar tie beam 102
Vertical with column 101.The space that column 101 and collar tie beam 102 are enclosed is equipped with annular arch bar 3, the sidewall of arch bar 3 and column 101
Sidewall contact or cooperation.Arch bar 3 is provided with arch bar suspension ring 301, and column 101 sets one-level column suspension ring every arch bar height
10101, it is connected by the second reinforcement 402 with arch bar suspension ring 301 with one-level column suspension ring 10101.Neighbouring two-stage arch bar 3
Arch bar suspension ring 301 connected by the first reinforcement 401.Second reinforcement 402 and column suspension ring 10101 and arch bar suspension ring 301
Contact position welds.Second reinforcement 402 two ends are set as crotch form.Column suspension ring 10101 are vertically arranged, arch bar suspension ring
301 (or herringbone) settings in splayed.First reinforcement 401 welds with arch bar suspension ring 301 contact position.First adds
Strong muscle 402 two ends are set as crotch form.
Embodiment 5
Such as Figure 12 and Figure 13, repeating to implement 4, simply the second reinforcement 402 was around derrick 1 one weeks, will hang with one-level arch bar
Ring 301 all couples together.
Embodiment 6
Repeating embodiment 4, simply the quantity of arch bar suspension ring 301 is 3, and arch bar suspension ring are arranged on the two of the outer surface of arch bar
End and centre position respectively set one, and 3 arch bar suspension ring are gone up mutually in same level；The arch bar suspension ring at two ends can connect the second reinforcement
Muscle, the arch bar suspension ring in centre position connect the first reinforcement.
Embodiment 7
Repeating embodiment 4, simply the quantity of arch bar suspension ring 301 is 4, and arch bar suspension ring divide two-layer (on same arch bar
Article two, on parallel horizontal line) it is arranged on the end positions of the outer surface of arch bar, two setting up and down of every one end.
Claims (14)
1. a frame-type gully, including derrick (1), well seat (2) and arch bar (3), derrick (1) is built up in well seat (2) top,
Derrick (1) includes column (101) and collar tie beam (102), and collar tie beam (102) is arranged between adjacent upright posts (101), collar tie beam (102)
Setting direction is vertical with column (101), and the space that column (101) and collar tie beam (102) are enclosed is equipped with annular arch bar (3), arch bar (3)
The sidewall contact of sidewall and column (101) or coordinate, it is characterised in that: arch bar (3) is provided with arch bar suspension ring (301), up and down
The arch bar suspension ring (301) of adjacent two-stage arch bar (3) are connected by vertical or vertical direction the first reinforcement (401).
2. a frame-type gully, including derrick (1), well seat (2) and arch bar (3), derrick (1) is built up in well seat (2) top,
Derrick (1) includes column (101) and collar tie beam (102), and collar tie beam (102) is arranged between adjacent upright posts (101), collar tie beam (102)
Setting direction is vertical with column (101), and the space that column (101) and collar tie beam (102) are enclosed is equipped with annular arch bar (3), arch bar (3)
The sidewall contact of sidewall and column (101) or coordinate, it is characterised in that: arch bar (3) is provided with arch bar suspension ring (301), column
(101) one-level column suspension ring (10101) is set every arch bar height on, with one-level column suspension ring (10101) and arch bar suspension ring (301)
Connected by horizontal or horizontal direction the second reinforcement (402).
Frame-type gully the most according to claim 2, it is characterised in that: the arch bar of neighbouring two-stage arch bar (3) hangs
Ring (301) is connected by vertical or vertical direction the first reinforcement (401) further.
Frame-type gully the most according to claim 1, it is characterised in that: described arch bar suspension ring (301) are horizontally disposed with,
And/or
The two ends of the first reinforcement (401) are set as crotch form.
Frame-type gully the most according to claim 2, it is characterised in that: described column suspension ring (10101) are vertically arranged,
Arch bar suspension ring (301) are vertically arranged, and/or
The two ends of the second reinforcement (402) are set as crotch form.
Frame-type gully the most according to claim 3, it is characterised in that: described column suspension ring (10101) are vertically arranged,
Arch bar suspension ring (301) are in splayed or herringbone is arranged.
7. according to the frame-type gully described in claim 5 or 6, it is characterised in that: the second reinforcement (402) is around derrick
(1) one week, connect the column suspension ring (10101) whole with one-level and arch bar suspension ring (301).
8. according to the frame-type gully according to any one of claim 1,3 or 4, it is characterised in that: the first reinforcement (401)
Use with arch bar suspension ring (301) and be welded to connect.
9. according to the frame-type gully according to any one of claim 2,3,5 or 6, it is characterised in that: the second reinforcement
(402) employing is welded to connect column suspension ring (10101) and arch bar suspension ring (301).
Frame-type gully the most according to claim 7, it is characterised in that: the second reinforcement (402) uses and is welded to connect
Column suspension ring (10101) and arch bar suspension ring (301).
11. according to the frame-type gully according to any one of claim 1-6, it is characterised in that: the suspension ring of each piece of arch bar
(301) quantity is 2-10.
12. frame-type gullys according to claim 7, it is characterised in that: the quantity of the suspension ring (301) of each piece of arch bar
For 2-10.
13. frame-type gullys according to claim 11, it is characterised in that: the number of the suspension ring (301) of each piece of arch bar
Amount is 2-6.
14. frame-type gullys according to claim 12, it is characterised in that: the number of the suspension ring (301) of each piece of arch bar
Amount is 2-6.
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| CN201620298209.5U CN205776670U (en) | 2016-04-12 | 2016-04-12 | A kind of frame-type gully |
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| CN201620298209.5U CN205776670U (en) | 2016-04-12 | 2016-04-12 | A kind of frame-type gully |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106968711A (en) * | 2017-04-28 | 2017-07-21 | 中国恩菲工程技术有限公司 | For drainning off floodwaters and backwater composite device for Tailings Dam |
| CN107119702A (en) * | 2017-05-23 | 2017-09-01 | 浙江华丰新材料股份有限公司 | The fixed structure and construction method of galss fiber reinforced resin concrete open caisson cylinder |
| CN109235616A (en) * | 2018-11-16 | 2019-01-18 | 洛阳栾川钼业集团股份有限公司 | A kind of tailing dam gully arch bar installation method |
-
2016
- 2016-04-12 CN CN201620298209.5U patent/CN205776670U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106968711A (en) * | 2017-04-28 | 2017-07-21 | 中国恩菲工程技术有限公司 | For drainning off floodwaters and backwater composite device for Tailings Dam |
| CN106968711B (en) * | 2017-04-28 | 2023-07-14 | 中国恩菲工程技术有限公司 | Flood drainage and backwater sharing device for tailing pond |
| CN107119702A (en) * | 2017-05-23 | 2017-09-01 | 浙江华丰新材料股份有限公司 | The fixed structure and construction method of galss fiber reinforced resin concrete open caisson cylinder |
| CN109235616A (en) * | 2018-11-16 | 2019-01-18 | 洛阳栾川钼业集团股份有限公司 | A kind of tailing dam gully arch bar installation method |
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