CN206090580U - Side slope support device in flood discharge influence scope - Google Patents
Side slope support device in flood discharge influence scope Download PDFInfo
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- CN206090580U CN206090580U CN201621107386.7U CN201621107386U CN206090580U CN 206090580 U CN206090580 U CN 206090580U CN 201621107386 U CN201621107386 U CN 201621107386U CN 206090580 U CN206090580 U CN 206090580U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
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Abstract
The utility model discloses a side slope support device in flood discharge influence scope. Highway (1) inboard upper portion, outside lower part in flood discharge influence scope on the massif set up and strut, include that first concrete pastes slope (8), barricade (2), the second concrete pastes slope (3), pastes sloping tooth's socket (6), protects smooth (7), and first concrete subsides slopes (8) set up along the massif surface on the inboard upper portion of highway (1), barricade (2) set up along the massif surface of highway (1) outside lower part, and barricade (2) top flushes with the highway, and barricade (2) lower extreme is connected the second concrete and is pasted slope (3), and the second concrete pastes the slope and sets up along the massif surface, and the second concrete pastes slope (3) lower extreme connected stick slope tooth's socket (6), paste sloping tooth's socket (6) and are connected with and protect smooth (7), protect smooth (7) level setting. The utility model discloses, the omnidirectional in to flood discharge influence scope the massif strengthen, prevent mountain landslide, reduce river course erodeing the massif, has good drainage ability.
Description
Technical field
This utility model is related to a kind of supporting construction, and in particular to slope retaining device in the range of a kind of sluice influence.
Background technology
Slope retaining：To ensure the safety of side slope and its environment, a gear, reinforcing and safeguard procedures that side slope is taken.
Conventional supporting construction pattern has：1st, Gravity Retaining Wall；2nd, counterfort wall；3rd, overhang mill；4th, rib of slab formula
Or lattice anchored bolt retaining wall supporting；5th, campshed formula anchored bolt retaining wall supporting；6th, bolt-spary supports；7th, ratio of slope method.
In the range of sluice influence, side slope receives sluice influence, and the inside upper part of the highway of massif side, outer lower portion are easily formed
Landslide, it is impossible to normal pass, affects dam and Safety of Flood Control.In prior art, slope retaining device is single, for sluice influence
In the range of side slope effect on driving birds is not good, therefore slope retaining device in the range of a kind of rationally effectively sluice influence need to be selected.
Utility model content
The purpose of this utility model is to provide slope retaining device in the range of a kind of sluice influence, is solved for massif side
The highway in face, existing slope retaining device are single, for the problem of the side slope effect on driving birds is not good in the range of sluice influence.
To solve above-mentioned technical problem, this utility model adopts following technical pattern：
Slope retaining device in the range of a kind of sluice influence, including the first concrete patch slope, barricade, the second concrete patch
Slope, patch slope teeth groove, protection-apron, the massif surface of the first concrete Tie Poyan highway inside upper parts are arranged, along massif surface to
On；Barricade is arranged on the massif surface along highway outer lower portion, is flushed with highway at the top of barricade, along massif surface downwards, gear
Wall connects the second concrete patch slope along the downward lower end in massif surface, and the second concrete pastes slope and arranges along massif surface, and second mixes
Solidifying soil patch slope lower end connection patch slope teeth groove, patch slope teeth groove are connected with protection-apron, and protection-apron is horizontally disposed with.
The highway on massif in the range of sluice influence is normally at massif side, is inner side near the side of massif, far
It is outside from the side of massif.Arrange that to highway inside upper part the first concrete patch slope can prevent the landslide above highway,
Barricade is arranged in highway outer lower portion, the pressure of massif side can be resisted, prevented highway from subsiding, then be arranged along massif surface downwards
Second concrete pastes slope, can prevent the landslide below highway, the second concrete patch slope lower end You Tie slopes teeth groove from pasting slope teeth groove
Protection-apron is connected with, and the longitudinal force and cross force that the second concrete can be pasted on slope is delivered to protection-apron, pastes slope to the second concrete
Mechanical property plays consolidation, while protection-apron is to protect massif from current scour or other erosion damages.Pasted using concrete
The structures such as slope, barricade, patch slope teeth groove, protection-apron, omnibearing can protect to highway top and the bottom massif, prevent landslide.
Preferably, described the first concrete patch slope 0.3～0.6m of thickness, is disposed with principal rod and distributing reinforcement, receives in which
Power muscle and distributing reinforcement vertical distribution, principal rod and distributing reinforcement arrangement are 200 ㎜ of bar spacing of 16@200 of Φ, i.e. 16 ㎜ of diameter
Arrangement；Described the second concrete patch slope 0.5～0.8m of thickness, is disposed with principal rod and distributing reinforcement, monolayer arrangement of reinforcement, principal rod in which
With distributing reinforcement vertical distribution, principal rod and distributing reinforcement arrangement be 16@200 of Φ.Second concrete patch slope is located at highway bottom, and
The river course being more nearly below massif, thus it is thicker than the first concrete patch slope, slope and the second coagulation are pasted in the first concrete
Soil patch carries out arrangement of reinforcement in slope, improves mechanical property, further consolidates massif, prevents landslide.
Preferably, described barricade is Gravity Retaining Wall, its section is upright triangle, bottom surface and close massif one side
For straight flange, body of wall is highly 5.5～6.5m.This Gravity Retaining Wall is rectilinear, by wall body deadweight opposing massif lateral pressure, can
Wall body is avoided to increase, construction is simple, high financial profit, while meeting mechanical property demand.
Preferably, being disposed with two row's anchor cables on described the second concrete patch slope, often row's anchor cable is horizontally disposed, its anchor
Bar gos deep into massif, and level has a down dip 12～17 °；4～6m of spacing between upper row's anchor cable, anchor pole total length are L=35m/30m interlaced arrangements；
8～12m of spacing between lower row's anchor cable, anchor pole total length are L=35m/30m interlaced arrangements.Anchor cable be fixed on by outer end it is domatic,
The other end is anchored in the rock mass stability within sliding surface through the prestress wire in slope sliding face, is directly produced on sliding surface
Raw sliding resistance, increases antiskid frictional resistance, makes structural plane in impaction state, to improve the globality of slope rock mass, so as to
Fundamentally improve the mechanical property of rock mass, efficiently control the displacement of rock mass, promote to stabilize it, reach regulation concordant, landslide
And crag, the purpose of danger stone.Two row's anchor cables, spacing are different, and length interlaced arrangement carries out anchor cable arrangement using this mode, increase
Sliding resistance, tenses massif, and integrally anti-landslide is improved massif.
Preferably, described patch slope teeth groove section is rectangle, its depth is 0.8～1.2m, and width is 1.2～2m,
The first anchor pile is arranged in patch slope gullet base, vertically downward deep 9～12m.The first anchor pile is arranged in 6 bottom of patch slope teeth groove,
Bonding rubbing action of the anchor pile by anchoring body with soil layer increases, and increases the pressure-bearing effect of anchoring body, the pulling force of free segment is passed
To soil body depths, the mechanical property of massif is further improved, prevent landslide.
Preferably, the lower disposed on described the first concrete patch slope has the first drain pipe, the second described concrete
The lower disposed on patch slope has the second drain pipe, the first drain pipe and the second drain pipe vertically to go deep into massif, and its body gos deep into mountain
Body end level raises up.In the massif of sluice influence scope, water content in air is larger, arranges drain pipe, on the one hand can be by massif
Interior water is discharged, and keeps the drying inside massif, if river water level goes up below another aspect massif, the second concrete is pasted
Slope is impacted, and the second drain pipe can absorb the impulsive force of a part of water, improves the impact resistance that the second concrete pastes slope, enters one
Step prevents landslide.
Preferably, gutter is set on the inside of described highway, using concreting.The water that first drain pipe is discharged
Flow down along the first concrete patch slope, flow into gutter and drain, on the one hand prevent water Liu Dao road surfaces from causing hydrops, on the other hand adopt
With concreting, prevent current from washing away to the massif on the inside of highway.
Preferably, pasting the second anchor pile of slope top layout in the first concrete, arrangement is 3 Φ, 25@2m, is exposed
0.5～1m.The reinforcing bar of i.e. 3 25 ㎜ of diameter forms an anchor pile, spacing 2m arrangement between anchor pile.Massif is improved further
Globality, further prevents landslide.
Preferably, described anchor cable is provided with work anchor in the outer one end of massif, anchor cable is installed on described work anchor
Ergometer, is provided with protective cover outside work anchor and anchor dynamometer.Anchor dynamometer be used for long term monitoring hydraulic structures and
The prestressed anchoring status such as other concrete structures, rock slope, bridge, install guarantor outside work anchor and anchor dynamometer
Shield, protects to work anchor and anchor dynamometer, prevents its aquatic rust of chance, while preventing the stone that massif slides by its dozen
It is broken.
Compared with prior art, this utility model can at least produce a kind of following beneficial effect：Using this utility model, entirely
Consolidating to massif in the range of sluice influence for orientation, improves mechanical property, prevents landslide；River course can be reduced to massif
Wash away；With good drainage performance, hydrops are prevented, prevent current scour；Can be to the work anchor of anchor cable and anchor dynamometer
Protected, extended the life-span.
Description of the drawings
Fig. 1 is this utility model structural representation.
Fig. 2 is two row's anchor cable structure schematic diagram of this utility model.
Fig. 3 is that this utility model pastes slope tooth slot structure schematic diagram.
Fig. 4 is the first drain pipe of this utility model, the second drain structure schematic diagram.
Fig. 5 is this utility model gutter structural representation.
Fig. 6 is this utility model the second anchor pile structural representation.
Fig. 7 is anchor cable structure schematic diagram described in the utility model.
Specific embodiment
In order that the purpose of this utility model, technical pattern and advantage become more apparent, below in conjunction with accompanying drawing and enforcement
Example, is further elaborated to this utility model.It should be appreciated that specific embodiment described herein is only to explain
This utility model, is not used to limit this utility model.
Fig. 1 shows the structure of slope retaining device in the range of this kind of sluice influence, enumerates several realities with reference to legend
Apply example.
Embodiment 1：
Slope retaining device in the range of a kind of sluice influence, including the first concrete patch slope 8, barricade 2, the second concrete
Patch slope 3, patch slope teeth groove 6, protection-apron 7, on the massif in the range of sluice influence, highway 1 is located at massif side, on the inside of highway 1
Top, outer lower portion, arrange supporting along massif, and the first concrete pastes slope 8 and arranges along the massif surface of 1 inside upper part of highway,
First concrete pastes 8 thickness 0.3m of slope, and principal rod and distributing reinforcement, principal rod and distributing reinforcement vertical distribution, principal rod are disposed with which
200 ㎜ of the bar spacing arrangements of 16@200 of Φ, i.e. 16 ㎜ of diameter are with distributing reinforcement arrangement；Barricade 2 is along 1 outer lower portion of highway
Massif surface is arranged, and flushes with highway at the top of barricade 2, and 2 lower end of barricade connects the second concrete patch slope 3, the second concrete patch slope 3
Arrange along massif surface, the second concrete patch 3 thickness 0.5m of slope is disposed with principal rod and distributing reinforcement, monolayer arrangement of reinforcement, principal rod in which
With distributing reinforcement vertical distribution, principal rod and distributing reinforcement arrangement be 16@200 of Φ.Second concrete pastes 3 lower end You Tie slopes teeth groove of slope
6, patch slope teeth groove 6 is connected with protection-apron 7, and protection-apron 7 is horizontally disposed with.
Embodiment 2：
Slope retaining device in the range of a kind of sluice influence, including the first concrete patch slope 8, barricade 2, the second concrete
Patch slope 3, patch slope teeth groove 6, protection-apron 7, on the massif in the range of sluice influence, highway 1 is located at massif side, on the inside of highway 1
Top, outer lower portion, arrange supporting along massif, and the first concrete pastes slope 8 and arranges along the massif surface of 1 inside upper part of highway,
First concrete pastes 8 thickness 0.6m of slope, and principal rod and distributing reinforcement, principal rod and distributing reinforcement vertical distribution, principal rod are disposed with which
200 ㎜ of the bar spacing arrangements of 16@200 of Φ, i.e. 16 ㎜ of diameter are with distributing reinforcement arrangement；In 1 outer lower portion of highway, barricade 2
Arrange along the massif surface of 1 outer lower portion of highway, flush with highway at the top of barricade 2,2 lower end of barricade connects the second concrete patch slope
3, the second concrete pastes slope 3 and arranges along massif surface, the second concrete patch 3 thickness 0.8m of slope, and principal rod and distribution are disposed with which
Muscle, monolayer arrangement of reinforcement, principal rod and distributing reinforcement vertical distribution, principal rod and distributing reinforcement arrangement are 16@200 of Φ.Second concrete
Patch 3 lower end You Tie slopes teeth groove 6 of slope, patch slope teeth groove 6 are connected with protection-apron 7, and protection-apron 7 is horizontally disposed with.
Embodiment 3：
Slope retaining device in the range of a kind of sluice influence, including the first concrete patch slope 8, barricade 2, the second concrete
Patch slope 3, patch slope teeth groove 6, protection-apron 7, on the massif in the range of sluice influence, highway 1 is located at massif side, on the inside of highway 1
Top, outer lower portion, arrange supporting along massif, and the first concrete pastes slope 8 and arranges along the massif surface of 1 inside upper part of highway,
First concrete pastes 8 thickness 0.5m of slope, and principal rod and distributing reinforcement, principal rod and distributing reinforcement vertical distribution, principal rod are disposed with which
200 ㎜ of the bar spacing arrangements of 16@200 of Φ, i.e. 16 ㎜ of diameter are with distributing reinforcement arrangement；In 1 outer lower portion of highway, barricade 2
Arrange along the massif surface of 1 outer lower portion of highway, flush with highway at the top of barricade 2, barricade 2 is Gravity Retaining Wall, and its section is
Upright triangle, bottom surface and close massif one side are straight flange, and body of wall is highly 5.5m.This Gravity Retaining Wall is rectilinear, is relied on
Wall body deadweight opposing massif lateral pressure, can avoid wall body from increasing, and construction is simple, high financial profit, while meeting mechanical property need
Ask.2 lower end of barricade connects the second concrete patch slope 3, and the second concrete pastes slope 3 and arranges along massif surface, the second concrete patch slope 3
Thick 0.6m, is disposed with principal rod and distributing reinforcement, monolayer arrangement of reinforcement, principal rod and distributing reinforcement vertical distribution, principal rod and distribution in which
Muscle arrangement is 16@200 of Φ.Second concrete pastes 3 lower end You Tie slopes teeth groove 6 of slope, and patch slope teeth groove 6 is connected with protection-apron 7, protection-apron 7
It is horizontally disposed.
Fig. 2 shows the knot of two row's anchor cable of the structure of slope retaining device and this utility model in the range of this kind of sluice influence
Structure, enumerates one embodiment with reference to legend.
Embodiment 4：
Slope retaining device in the range of a kind of sluice influence, on the massif in the range of sluice influence, including the first coagulation
Soil patch slope 8, barricade 2, the second concrete patch slope 3, patch slope teeth groove 6, protection-apron 7, highway 1 are located at massif side, on the inside of the highway 1 on
Portion, outer lower portion, arrange supporting along massif, and the first concrete pastes slope 8 and arranges along the massif surface of 1 inside upper part of highway, the
One concrete pastes 8 thickness 0.5m of slope, is disposed with principal rod and distributing reinforcement, principal rod and distributing reinforcement vertical distribution in which, principal rod with
Distributing reinforcement arrangement is 200 ㎜ of the bar spacing arrangements of 16@200 of Φ, i.e. 16 ㎜ of diameter；Barricade 2 is along the mountain of 1 outer lower portion of highway
Body surface face is arranged, and flushes with highway at the top of barricade 2, and barricade 2 is Gravity Retaining Wall, and its section is upright triangle, bottom surface and is leaned on
Nearly massif one side is straight flange, and body of wall is highly 6.5m.This Gravity Retaining Wall is rectilinear, by the deadweight opposing massif side pressure of wall body
Power, can avoid wall body from increasing, and construction is simple, high financial profit, while meeting mechanical property demand.2 lower end of barricade connection second
Concrete pastes slope 3, and the second concrete pastes slope 3 and arranges along massif surface, the second concrete patch 3 thickness 0.8m of slope, is disposed with and receives in which
Power muscle and distributing reinforcement, monolayer arrangement of reinforcement, principal rod and distributing reinforcement vertical distribution, principal rod and distributing reinforcement arrangement are 16@200 of Φ.
Second concrete patch is disposed with two row's anchor cables on slope 3, and often row's anchor cable is horizontally disposed, and its anchor pole gos deep into massif, and level has a down dip
12°；Spacing 4m between upper row's anchor cable 4, anchor pole total length are L=35m/30m interlaced arrangements；Spacing 8m between lower row's anchor cable 12, anchor pole
Total length is L=35m/30m interlaced arrangements.Second concrete pastes 3 lower end You Tie slopes teeth groove 6 of slope, and patch slope teeth groove 6 is connected with protection-apron 7,
Protection-apron 7 is horizontally disposed with.
Fig. 3 shows the structure of slope retaining device and this utility model patch slope teeth groove knot in the range of this kind of sluice influence
Structure, enumerates one embodiment with reference to legend.
Embodiment 5：
Slope retaining device in the range of a kind of sluice influence, including the first concrete patch slope 8, barricade 2, the second concrete
Patch slope 3, patch slope teeth groove 6, protection-apron 7, on the massif in the range of sluice influence, highway 1 is located at massif side, on the inside of highway 1
Top, outer lower portion, arrange supporting along massif, and the first concrete pastes slope 8 and arranges along the massif surface of 1 inside upper part of highway,
First concrete pastes 8 thickness 0.5m of slope, and principal rod and distributing reinforcement, principal rod and distributing reinforcement vertical distribution, principal rod are disposed with which
200 ㎜ of the bar spacing arrangements of 16@200 of Φ, i.e. 16 ㎜ of diameter are with distributing reinforcement arrangement；In 1 outer lower portion of highway, barricade 2
Arrange along the massif surface of 1 outer lower portion of highway, flush with highway at the top of barricade 2, barricade 2 is Gravity Retaining Wall, and its section is
Upright triangle, bottom surface and close massif one side are straight flange, and body of wall is highly 6m.This Gravity Retaining Wall is rectilinear, by wall
Body deadweight opposing massif lateral pressure, can avoid wall body from increasing, and construction is simple, high financial profit, while meeting mechanical property demand.
2 lower end of barricade connects the second concrete patch slope 3, and the second concrete pastes slope 3 and arranges along massif surface, and the second concrete patch slope 3 is thick
0.6m, is disposed with principal rod and distributing reinforcement, monolayer arrangement of reinforcement, principal rod and distributing reinforcement vertical distribution, principal rod and distributing reinforcement in which
Arrangement is 16@200 of Φ.Second concrete patch is disposed with two row's anchor cables on slope 3, and often row's anchor cable is horizontally disposed, its anchor pole depth
Enter massif, level has a down dip 17 °；Spacing 6m between upper row's anchor cable 4, anchor pole total length are L=35m/30m interlaced arrangements；Lower row's anchor cable 12
Between spacing 12m, anchor pole total length be L=35m/30m interlaced arrangements.Second concrete pastes 3 lower end You Tie slopes teeth groove 6 of slope, pastes slope tooth
6 section of groove is rectangle, and its depth is 0.8m, and width is 1.2m, arranges the first anchor pile 13 in 6 bottom of patch slope teeth groove, vertically
Downward depth 9m.The first anchor pile 13 is arranged in 6 bottom of patch slope teeth groove, bonding rubbing action of the anchor pile by anchoring body with soil layer increases
Greatly, increase the pressure-bearing effect of anchoring body, the pulling force of free segment reached into soil body depths, the mechanical property of massif is further improved,
Prevent landslide.Patch slope teeth groove 6 is connected with protection-apron 7, and protection-apron 7 is horizontally disposed with.
Fig. 4 show the first drain pipe of the structure of slope retaining device and this utility model in the range of this kind of sluice influence,
Second drain structure, enumerates one embodiment with reference to legend.
Embodiment 6；
Slope retaining device in the range of a kind of sluice influence, including the first concrete patch slope 8, barricade 2, the second concrete
Patch slope 3, patch slope teeth groove 6, protection-apron 7, on the massif in the range of sluice influence, highway 1 is located at massif side, on the inside of highway 1
Top, outer lower portion, arrange supporting along massif, and the first concrete pastes slope 8 and arranges along the massif surface of 1 inside upper part of highway,
First concrete pastes 8 thickness 0.5m of slope, and principal rod and distributing reinforcement, principal rod and distributing reinforcement vertical distribution, principal rod are disposed with which
200 ㎜ of the bar spacing arrangements of 16@200 of Φ, i.e. 16 ㎜ of diameter are with distributing reinforcement arrangement.First concrete pastes the bottom on slope 8
The first drain pipe 10 is disposed with, vertically gos deep into massif, its body gos deep into massif end level and raises up.In 1 outer lower portion of highway, barricade
2 are arranged along the massif surface of 1 outer lower portion of highway, flush with highway at the top of barricade 2, and barricade 2 is Gravity Retaining Wall, and its section is
Upright triangle, bottom surface and close massif one side are straight flange, and body of wall is highly 6m.This Gravity Retaining Wall is rectilinear, by wall
Body deadweight opposing massif lateral pressure, can avoid wall body from increasing, and construction is simple, high financial profit, while meeting mechanical property demand.
2 lower end of barricade connects the second concrete patch slope 3, and the second concrete pastes slope 3 and arranges along massif surface, and the second concrete patch slope 3 is thick
0.6m, is disposed with principal rod and distributing reinforcement, monolayer arrangement of reinforcement, principal rod and distributing reinforcement vertical distribution, principal rod and distributing reinforcement in which
Arrangement is 16@200 of Φ.Second concrete patch is disposed with two row's anchor cables on slope 3, and often row's anchor cable is horizontally disposed, its anchor pole depth
Enter massif, level has a down dip 17 °；Spacing 5m between upper row's anchor cable 4, anchor pole total length are L=35m/30m interlaced arrangements；Lower row's anchor cable 12
Between spacing 10m, anchor pole total length be L=35m/30m interlaced arrangements.The lower disposed on the second concrete patch slope 3 has the second drain pipe
5, vertically go deep into massif, its body gos deep into massif end level and raises up.Second concrete pastes 3 lower end You Tie slopes teeth groove 6 of slope, pastes slope tooth
6 section of groove is rectangle, and its depth is 1.2m, and width is 2m, arranges the first anchor pile 13 in patch slope teeth groove 6 bottom, vertically to
Lower deep 12m.The first anchor pile 13 is arranged in 6 bottom of patch slope teeth groove, bonding rubbing action of the anchor pile by anchoring body with soil layer increases
Greatly, increase the pressure-bearing effect of anchoring body, the pulling force of free segment reached into soil body depths, the mechanical property of massif is further improved,
Prevent landslide.Patch slope teeth groove 6 is connected with protection-apron 7, and protection-apron 7 is horizontally disposed with.
Fig. 5 shows the structure of slope retaining device and this utility model draining groove structure in the range of this kind of sluice influence,
One embodiment is enumerated with reference to legend.
Embodiment 7：
Slope retaining device in the range of a kind of sluice influence, including the first concrete patch slope 8, barricade 2, the second concrete
Patch slope 3, patch slope teeth groove 6, protection-apron 7, on the massif in the range of sluice influence, highway 1 is located at massif side, on the inside of highway 1
Top, outer lower portion, arrange supporting along massif, and the first concrete pastes slope 8 and arranges along the massif surface of 1 inside upper part of highway,
First concrete pastes 8 thickness 0.5m of slope, and principal rod and distributing reinforcement, principal rod and distributing reinforcement vertical distribution, principal rod are disposed with which
200 ㎜ of the bar spacing arrangements of 16@200 of Φ, i.e. 16 ㎜ of diameter are with distributing reinforcement arrangement.First concrete pastes the bottom on slope 8
The first drain pipe 10 is disposed with, vertically gos deep into massif, its body gos deep into massif end level and raises up.On the inside of highway 1, gutter is set
11, using concreting.The water that first drain pipe 10 is discharged is flowed down along the first concrete patch slope 8, flows into 11 row of gutter
Walk, on the one hand prevent water Liu Dao road surfaces from causing hydrops, on the other hand using concreting, prevent current to highway 1 on the inside of
Massif is washed away.In 1 outer lower portion of highway, barricade 2 is arranged along the massif surface of 1 outer lower portion of highway, with public affairs at the top of barricade 2
Road flushes, and barricade 2 is Gravity Retaining Wall, and its section is upright triangle, and bottom surface and close massif are simultaneously straight flange, body of wall height
For 6m.This Gravity Retaining Wall is rectilinear, by wall body deadweight opposing massif lateral pressure, wall body can be avoided to increase, and construction is simple,
High financial profit, while meeting mechanical property demand.2 lower end of barricade connects the second concrete patch slope 3, the second concrete patch slope 3
Arrange along massif surface, the second concrete patch 3 thickness 0.6m of slope is disposed with principal rod and distributing reinforcement, monolayer arrangement of reinforcement, principal rod in which
With distributing reinforcement vertical distribution, principal rod and distributing reinforcement arrangement be 16@200 of Φ.Second concrete patch is disposed with two row's anchors on slope 3
Rope, often row's anchor cable is horizontally disposed, and its anchor pole gos deep into massif, and level has a down dip 15 °；Spacing 5m between upper row's anchor cable 4, anchor pole total length
For L=35m/30m interlaced arrangements；Spacing 10m between lower row's anchor cable 12, anchor pole total length are L=35m/30m interlaced arrangements.Second mixes
The lower disposed on solidifying soil patch slope 3 has the second drain pipe 5, vertically gos deep into massif, and its body gos deep into massif end level and raises up.Second mixes
Solidifying soil patch 3 lower end You Tie slopes teeth groove 6 of slope, 6 section of patch slope teeth groove are rectangle, and its depth is 1m, and width is 1.5m, in patch slope tooth
The first anchor pile 13 is arranged in 6 bottom of groove, vertically downward depth 9m.The first anchor pile 13 is arranged in 6 bottom of patch slope teeth groove, anchor pile will
Anchoring body is increased with the bonding rubbing action of soil layer, increases the pressure-bearing effect of anchoring body, the pulling force of free segment is reached soil body depth
Place, further improves the mechanical property of massif, prevents landslide.Patch slope teeth groove 6 is connected with protection-apron 7, and protection-apron 7 is horizontally disposed with.
Fig. 6 shows the structure of slope retaining device and the second anchor pile of this utility model knot in the range of this kind of sluice influence
Structure, enumerates one embodiment with reference to legend.
Embodiment 8：
Slope retaining device in the range of a kind of sluice influence, including the first concrete patch slope 8, barricade 2, the second concrete
Patch slope 3, patch slope teeth groove 6, protection-apron 7, on the massif in the range of sluice influence, highway 1 is located at massif side, on the inside of highway 1
Top, outer lower portion, arrange supporting along massif, and the first concrete pastes slope 8 and arranges along the massif surface of 1 inside upper part of highway,
First concrete pastes 8 thickness 0.5m of slope, and principal rod and distributing reinforcement, principal rod and distributing reinforcement vertical distribution, principal rod are disposed with which
200 ㎜ of the bar spacing arrangements of 16@200 of Φ, i.e. 16 ㎜ of diameter are with distributing reinforcement arrangement.At the top of the first concrete patch slope 8
The second anchor pile 9 is arranged, arrangement is 3 Φ, 25@2m, exposes 1m.The reinforcing bar of i.e. 3 25 ㎜ of diameter forms an anchor pile,
Spacing 2m arrangement between anchor pile.Massif globality is further improved, landslide is further prevented.Under first concrete patch slope 8
Portion is disposed with the first drain pipe 10, vertically gos deep into massif, and its body gos deep into massif end level and raises up.On the inside of highway 1, draining is set
Ditch 11, using concreting.The water that first drain pipe 10 is discharged is flowed down along the first concrete patch slope 8, flows into gutter 11
Drain, on the one hand prevent water Liu Dao road surfaces from causing hydrops, on the other hand using concreting, prevent current to highway 1 on the inside of
Massif washed away.Barricade 2 is arranged along the massif surface of 1 outer lower portion of highway, is flushed with highway at the top of barricade 2, and barricade 2 is
Gravity Retaining Wall, its section are upright triangle, and bottom surface and close massif one side are straight flange, and body of wall is highly 6m.This gravity type
Barricade is rectilinear, by wall body deadweight opposing massif lateral pressure, wall body can be avoided to increase, and construction is simple, high financial profit, together
When meet mechanical property demand.2 lower end of barricade connects the second concrete patch slope 3, and the second concrete patch slope 3 is set along massif surface
Put, the second concrete patch 3 thickness 0.6m of slope is disposed with principal rod and distributing reinforcement in which, monolayer arrangement of reinforcement, principal rod are vertical with distributing reinforcement
Distribution, principal rod and distributing reinforcement arrangement are 16@200 of Φ.Second concrete patch is disposed with two row's anchor cables on slope 3, often arranges anchor cable
Horizontally disposed, its anchor pole gos deep into massif, and level has a down dip 15 °；Spacing 5m between upper row's anchor cable 4, anchor pole total length are L=35m/30m
Interlaced arrangement；Spacing 10m between lower row's anchor cable 12, anchor pole total length are L=35m/30m interlaced arrangements.Second concrete patch slope 3
Lower disposed has the second drain pipe 5, vertically gos deep into massif, and its body gos deep into massif end level and raises up.Under second concrete patch slope 3
There is patch slope teeth groove 6 at end, and 6 section of patch slope teeth groove is rectangle, and its depth is 1m, and width is 1.5m, in 6 bottom of patch slope teeth groove arrangement
First anchor pile 13, vertically downward depth 9m.The first anchor pile 13 is arranged in patch slope teeth groove 6 bottom, anchor pile is by anchoring body and soil
The bonding rubbing action increase of layer, increases the pressure-bearing effect of anchoring body, the pulling force of free segment is reached soil body depths, is further carried
The mechanical property of high massif, prevents landslide.Patch slope teeth groove 6 is connected with protection-apron 7, and protection-apron 7 is horizontally disposed with.
Fig. 6, Fig. 7 show the structure of slope retaining device and anchor cable described in the utility model in the range of this kind of sluice influence
Structure, enumerates one embodiment with reference to legend.
Optimum embodiment：
Slope retaining device in the range of a kind of sluice influence, including the first concrete patch slope 8, barricade 2, the second concrete
Patch slope 3, patch slope teeth groove 6, protection-apron 7, on the massif in the range of sluice influence, highway 1 is located at massif side, on the inside of highway 1
Top, outer lower portion, arrange supporting along massif, and the first concrete pastes slope 8 and arranges along the massif surface of 1 inside upper part of highway,
First concrete pastes 8 thickness 0.5m of slope, and principal rod and distributing reinforcement, principal rod and distributing reinforcement vertical distribution, principal rod are disposed with which
200 ㎜ of the bar spacing arrangements of 16@200 of Φ, i.e. 16 ㎜ of diameter are with distributing reinforcement arrangement.At the top of the first concrete patch slope 8
The second anchor pile 9 is arranged, arrangement is 3 Φ, 25@2m, exposes 0.5m.The reinforcing bar of i.e. 3 25 ㎜ of diameter forms a dowel
Stake, spacing 2m arrangement between anchor pile.Massif globality is further improved, landslide is further prevented.First concrete patch slope 8
Lower disposed has the first drain pipe 10, vertically gos deep into massif, and its body gos deep into massif end level and raises up.The row of setting on the inside of highway 1
Ditch 11, using concreting.The water that first drain pipe 10 is discharged is flowed down along the first concrete patch slope 8, flows into gutter
11 drain, and on the one hand prevent water Liu Dao road surfaces from causing hydrops, on the other hand using concreting, prevent current in highway 1
The massif of side is washed away.Barricade 2 is arranged along the massif surface of 1 outer lower portion of highway, is flushed with highway, barricade 2 at the top of barricade 2
For Gravity Retaining Wall, its section is upright triangle, and bottom surface and close massif one side are straight flange, and body of wall is highly 6m.This gravity
Formula barricade is rectilinear, by wall body deadweight opposing massif lateral pressure, wall body can be avoided to increase, and construction is simple, high financial profit,
Meet mechanical property demand simultaneously.2 lower end of barricade connects the second concrete patch slope 3, and the second concrete patch slope 3 is set along massif surface
Put, the second concrete patch 3 thickness 0.6m of slope is disposed with principal rod and distributing reinforcement in which, monolayer arrangement of reinforcement, principal rod are vertical with distributing reinforcement
Distribution, principal rod and distributing reinforcement arrangement are 16@200 of Φ.Second concrete patch is disposed with two row's anchor cables on slope 3, often arranges anchor cable
Horizontally disposed, its anchor pole gos deep into massif, and level has a down dip 15 °；Spacing 5m between upper row's anchor cable 4, anchor pole total length are L=35m/30m
Interlaced arrangement；Spacing 10m between lower row's anchor cable 12, anchor pole total length are L=35m/30m interlaced arrangements.Anchor cable is set in the outer one end of massif
Work anchor 14 is equipped with, anchor dynamometer 15 is installed on described work anchor 14, in 15 outer peace of work anchor 14 and anchor dynamometer
Equipped with protective cover 16.Anchor dynamometer 15 is used for long term monitoring hydraulic structures and other concrete structures, rock slope, bridge
The prestressed anchoring status such as beam, in 15 outer installation protective cover 16 of work anchor 14 and anchor dynamometer, to work anchor 14 and anchor cable
Ergometer 15 is protected, and prevents its aquatic rust of chance, while preventing the stone that massif slides from being smashed.Second concrete pastes slope
3 lower disposed has the second drain pipe 5, vertically gos deep into massif, and its body gos deep into massif end level and raises up.Second concrete pastes slope
3 lower end You Tie slopes teeth groove 6,6 section of patch slope teeth groove are rectangle, and its depth is 1m, and width is 1.5m, in 6 bottom of patch slope teeth groove
The first anchor pile 13 is arranged, vertically downward depth 9m.The first anchor pile 13 is arranged in patch slope teeth groove 6 bottom, anchor pile is by anchoring body
Bonding rubbing action with soil layer increases, and increases the pressure-bearing effect of anchoring body, the pulling force of free segment is reached soil body depths, enters one
Step improves the mechanical property of massif, prevents landslide.Patch slope teeth groove 6 is connected with protection-apron 7, and protection-apron 7 is horizontally disposed with.
Multiple explanatory embodiments spoken of in this manual, refer to the concrete structure bag with reference to the embodiment description
Include at least one embodiment of the application generality description.It is not certain that statement of the same race occur in multiple places in the description
Refer to same embodiment.Furthermore, it is understood that when describing a structure with reference to any one embodiment, to be advocated is to combine
Other embodiment falls in the range of this utility model realizing this structure.
Claims (9)
1. slope retaining device in the range of a kind of sluice influence, it is characterised in that：Slope is pasted including the first concrete（8）, barricade
（2）, the second concrete patch slope（3）, patch slope teeth groove（6）, protection-apron（7）, the first concrete patch slope（8）Along highway（1）Inside upper part
Massif surface arrange；Barricade（2）Along highway（1）The massif surface of outer lower portion is arranged, barricade（2）Top and highway（1）Together
It is flat, barricade（2）Lower end connects the second concrete patch slope（3）, the second concrete patch slope（3）Arrange along massif surface, the second coagulation
Soil patch slope（3）Lower end connection patch slope teeth groove（6）, paste slope teeth groove（6）It is connected with protection-apron（7）, protection-apron（7）It is horizontally disposed.
2. slope retaining device in the range of a kind of sluice influence according to claim 1, it is characterised in that：Described first
Concrete pastes slope（8）0.3～0.6m of thickness, is disposed with principal rod and distributing reinforcement, principal rod and distributing reinforcement vertical distribution, stress in which
Muscle and distributing reinforcement arrangement are 16@200 of Φ；Described the second concrete patch slope（3）0.5～0.8m of thickness, is disposed with stress in which
Muscle and distributing reinforcement, monolayer arrangement of reinforcement, principal rod and distributing reinforcement vertical distribution, principal rod and distributing reinforcement arrangement are 16@200 of Φ.
3. slope retaining device in the range of a kind of sluice influence according to claim 1, it is characterised in that：Described barricade
（2）For Gravity Retaining Wall, its section is upright triangle, bottom surface and be straight flange near massif one side, body of wall highly is 5.5～
6.5m。
4. slope retaining device in the range of a kind of sluice influence according to claim 1, it is characterised in that：Described second
Concrete pastes slope（3）On be disposed with two row's anchor cables, often arrange that anchor cable is horizontally disposed, its anchor pole gos deep into massif, level has a down dip 12～
17°；Upper row's anchor cable（4）Between 4～6m of spacing, anchor pole total length be L=35m/30m interlaced arrangements；Lower row's anchor cable（12）Between spacing
8～12m, anchor pole total length are L=35m/30m interlaced arrangements.
5. slope retaining device in the range of a kind of sluice influence according to claim 1, it is characterised in that：Described patch slope
Teeth groove（6）Section is rectangle, and its depth is 0.8～1.2m, and width is 1.2～2m, in patch slope teeth groove（6）Bottom arrangement first
Anchor pile（13）, deep 9～12m vertically downward.
6. slope retaining device in the range of a kind of sluice influence according to claim 1 and 2, it is characterised in that：Described
First concrete pastes slope（8）Lower disposed have the first drain pipe（10）, described second concrete patch slope（3）Lower disposed
There is the second drain pipe（5）, the first drain pipe（10）And second drain pipe（5）Vertically go deep into massif, its body gos deep into massif end
Level raises up.
7. slope retaining device in the range of a kind of sluice influence according to claim 6, it is characterised in that：In described public affairs
Road（1）Inner side arranges gutter（11）, using concreting.
8. slope retaining device in the range of a kind of sluice influence according to claim 2, it is characterised in that：In the first coagulation
Soil patch slope（8）The second anchor pile of top layout（9）, arrangement is 3 Φ, 25@2m, exposes 0.5～1m.
9. slope retaining device in the range of a kind of sluice influence according to claim 4, it is characterised in that：Described anchor cable
The outer one end of massif is provided with work anchor（14）, described work anchor（14）On anchor dynamometer is installed（15）, in work anchor
（14）And anchor dynamometer（15）Protective cover is installed outward（16）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621107386.7U CN206090580U (en) | 2016-10-10 | 2016-10-10 | Side slope support device in flood discharge influence scope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621107386.7U CN206090580U (en) | 2016-10-10 | 2016-10-10 | Side slope support device in flood discharge influence scope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090580U true CN206090580U (en) | 2017-04-12 |
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ID=58482992
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621107386.7U Expired - Fee Related CN206090580U (en) | 2016-10-10 | 2016-10-10 | Side slope support device in flood discharge influence scope |
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| Country | Link |
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| CN (1) | CN206090580U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108411855A (en) * | 2018-03-07 | 2018-08-17 | 华北水利水电大学 | A kind of concrete revetment pile foundation equilibrium load transfer device and construction method |
-
2016
- 2016-10-10 CN CN201621107386.7U patent/CN206090580U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108411855A (en) * | 2018-03-07 | 2018-08-17 | 华北水利水电大学 | A kind of concrete revetment pile foundation equilibrium load transfer device and construction method |
| CN108411855B (en) * | 2018-03-07 | 2019-05-17 | 华北水利水电大学 | A kind of concrete revetment pile foundation equilibrium load transfer device and construction method |
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