CN206736935U - The drainage system of lattice girder side slope - Google Patents
The drainage system of lattice girder side slope Download PDFInfo
- Publication number
- CN206736935U CN206736935U CN201720438002.8U CN201720438002U CN206736935U CN 206736935 U CN206736935 U CN 206736935U CN 201720438002 U CN201720438002 U CN 201720438002U CN 206736935 U CN206736935 U CN 206736935U
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- CN
- China
- Prior art keywords
- lattice girder
- skewed slot
- side slope
- slot
- drainage system
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of drainage system of lattice girder side slope, the drainage system includes：Vertical slot, translot, left skewed slot and right skewed slot, the side of translot is close to the lower edge of lattice girder and horizontally extending, and translot is communicated in outside cistern；Vertical direction of the vertical slot along lattice girder is embedded in lattice girder side slope, and is communicated in translot through the lower edge of lattice girder；Left skewed slot and right skewed slot are located at the both sides of vertical slot respectively, and are embedded in the side slope of lattice girder, and vertical slot states skewed slot with an institute left side respectively and right skewed slot is connected；Left skewed slot and right skewed slot along direction towards tilting upward extension on lattice girder.The drainage system can effectively protect the stability of side slope, will not produce unsafe factor because of rainwash, cause slope failure.
Description
Technical field
Building engineering field is the utility model is related to, more particularly to the drainage system of lattice girder side slope.
Background technology
An important link is the design of drainage system in Slope Design, and the influence of water Upon Slope Stability is very big
, it is sometimes even catastrophic.If drainage measure is unsound, side slope can loss of stability, it is therefore necessary to takes
Reasonable effective drainage system.
Utility model content
The purpose of this utility model is to provide a kind of drainage system of lattice girder side slope, and the drainage system can be protected effectively
The stability on safe edge slope, unsafe factor will not be produced because of rainwash, cause slope failure.
To achieve these goals, the utility model provides a kind of drainage system of lattice girder side slope, the drainage system
Including：Vertical slot, translot, left skewed slot and right skewed slot, the side of the translot close to the lower edge of lattice girder and horizontally extending,
And the translot is communicated in outside cistern；Vertical direction of the vertical slot along the lattice girder is embedded at the lattice girder side slope
It is interior, and it is communicated in the translot through the lower edge of the lattice girder；The left skewed slot and the right skewed slot are respectively positioned at described perpendicular
Both sides of groove, and being embedded in the side slope of the lattice girder, the vertical slot states skewed slot with an institute left side respectively and the right skewed slot is connected
It is logical；The left skewed slot and the right skewed slot along direction towards tilting upward extension on the lattice girder.
Preferably, the lower section of the left skewed slot and the right skewed slot is detachably provided with spud pile.
Preferably, the spud pile is expansion stake.
Preferably, the length of the expansion stake is 10-30cm.
Preferably, support chip, the both ends point of the support chip are provided with the vertical slot with the junction of the lattice girder
The top of the vertical slot both sides is not fixed in.
Preferably, the vertical slot is provided with anti-collapse stator, the anti-collapse stator close to one end port of the translot
Fixed along the circumferential direction of the vertical slot port, and fit in the medial surface of the translot.
Preferably, it is equipped with silk screen in the lattice girder side slope.
Preferably, the inside groove of the left skewed slot and right skewed slot is arc.
According to above-mentioned technical proposal, lower edge and in the horizontal direction of the utility model by the side of translot close to lattice girder
Extension, and the translot is communicated in outside cistern, is effectively shunted rainwater；By the vertical slot along the lattice girder
Vertical direction is embedded in the lattice girder side slope, and is communicated in the translot through the lower edge of the lattice girder, will fall into side
The rainwater on slope flows into translot by vertical slot and confluxed；The left skewed slot and the right skewed slot are located at the two of the vertical slot respectively
Side, and being embedded in the side slope of the lattice girder, the vertical slot states skewed slot with an institute left side respectively and the right skewed slot is connected；It is described
Left skewed slot and the right skewed slot along direction towards tilting upward extension on the lattice girder.Pass through left skewed slot and right skewed slot
Effect increases the effect of damming to rainwater so that more rainwater will not fall directly on the soil layer or layer of sand of side slope and cause
Cave in, multiple left skewed slots do not connect design with right skewed slot in addition, in order to prevent that producing rainwater after connecting accumulates, and causes side slope
Cave in, further consolidated the stability of side slope.
Other feature and advantage of the present utility model will be described in detail in subsequent specific embodiment part.
Brief description of the drawings
Accompanying drawing is to be further understood for providing to of the present utility model, and a part for constitution instruction, and following
Embodiment be used to explain the utility model together, but do not form to limitation of the present utility model.In the accompanying drawings：
Fig. 1 is the overall structure figure of the drainage system of the lattice girder side slope in the utility model；
Fig. 2 is the left skewed slot of the drainage system of the lattice girder side slope in the utility model or the sectional view of right skewed slot.
Description of reference numerals
The lattice girder of 1 side slope 2
The vertical slot of 3 translot 4
The 5 left spud piles of skewed slot 6
The 7 right ports of skewed slot 8
9 anti-collapse stators
Embodiment
Specific embodiment of the present utility model is described in detail below in conjunction with accompanying drawing.It should be appreciated that herein
Described embodiment is merely to illustrate and explained the utility model, is not limited to the utility model.
In the utility model, in the case where not making opposite explanation, " up and down, front and rear inside and outside " etc. is included in term
In the noun of locality only represent orientation of the term under normal service condition, or be skilled artisan understands that be commonly called as, and
It is not construed as the limitation to the term.
Referring to the drainage system of the side slope 1 of lattice girder 2 shown in Fig. 1-2, the drainage system includes：Vertical slot 4, translot 3, a left side
Skewed slot 5 and right skewed slot 7, the side of the translot 3 is close to the lower edge of lattice girder 2 and horizontally extending, and the translot 3 connects
Pass through outside cistern；Vertical direction of the vertical slot 4 along the lattice girder 2 is embedded in the side slope 1 of lattice girder 2, and is worn
The lower edge for crossing the lattice girder 2 is communicated in the translot 3；The left skewed slot 5 and the right skewed slot 7 are located at the vertical slot 4 respectively
Both sides, and be embedded in the side slope 1 of the lattice girder 2, the vertical slot 4 states skewed slot and the phase of right skewed slot 7 with an institute left side respectively
Connection；The left skewed slot 5 and the right skewed slot 7 along direction towards tilting upward extension on the lattice girder 2.
The implementation of Pass through above-mentioned technical proposal, the side of translot 3 close to the lower edge of lattice girder 2 and horizontally extending,
And the translot 3 is communicated in outside cistern, is effectively shunted rainwater；By the vertical slot 4 erecting along the lattice girder 2
Nogata is communicated in the translot 3 to being embedded in the side slope 1 of lattice girder 2, and through the lower edge of the lattice girder 2, will fall into
The rainwater of side slope 1 flows into translot 3 by vertical slot 4 and confluxed；The left skewed slot 5 and the right skewed slot 7 are respectively positioned at described perpendicular
Both sides of groove 4, and being embedded in the side slope 1 of the lattice girder 2, the vertical slot 4 state skewed slot and the right skewed slot 7 with an institute left side respectively
It is connected；The left skewed slot 5 and the right skewed slot 7 along direction towards tilting upward extension on the lattice girder 2.Pass through a left side
The effect of skewed slot 5 and right skewed slot 7 increases the effect of damming to rainwater so that more rainwater will not fall directly into side slope 1
Cause to cave on soil layer or layer of sand, multiple left skewed slots 5 do not connect design with right skewed slot 7 in addition, in order to prevent making after connecting
Rainwater is produced and accumulated, and is caused side slope 1 to cave in, has further been consolidated the stability of side slope 1.
In this embodiment, in order to reinforce left skewed slot 5 and right skewed slot 7, the stability of side slope 1 is further improved, preferably
The lower section of ground, the left skewed slot 5 and the right skewed slot 7 is detachably provided with spud pile 6.
In this embodiment, in order to improve spud pile 6 grab ground effect, it is preferable that the spud pile 6 for expansion stake.
In this embodiment, according to the geological condition of different side slopes 1, using the expansion stake of different length, in order to up to
To optimal expansion effect, can neither wasting manpower and material resources, and can is enough very high to play reinforcing to left skewed slot 5 or right skewed slot 7
Effect, it is preferable that the length of the expansion stake is 10-30cm.
In this embodiment, caused to prevent impact of the rainwater in vertical slot 4 to lattice girder 2 in flow process
Cave in, it is preferable that be provided with support chip, the both ends difference of the support chip on the vertical slot 4 with the junction of the lattice girder 2
It is fixed in the top of the both sides of vertical slot 4.Lattice girder 2 is played a part of by support chip to reinforce support protection.
In this embodiment, in order to prevent impact of the rainwater in vertical slot 4 to the medial surface of translot 3 in flow process
And cause to cave in, it is preferable that the vertical slot 4 is provided with anti-collapse stator 9 close to one end port 8 of the translot 3, described anti-
Circumferential direction of the stator along the port 8 of vertical slot 4 of collapsing is fixed, and fits in the medial surface of the translot 3.Pass through anti-collapse fixation
Piece 9, the anti-collapse stator 9 can be cement mortar and iron plate etc., be fixed on the medial surface of translot 3 and the connection at the port 8 of vertical slot 4
Place.
In this embodiment, do not blocked to be effectively protected left skewed slot 5, right skewed slot 7 and vertical slot 4 by impurity, in addition
Also other regions except left skewed slot 5, right skewed slot 7 and vertical slot 4 can be effectively protected without causing to cave in by rain drop erosion, preferably
Ground, silk screen is equipped with the side slope 1 of lattice girder 2.Steel wire covers the interior zone that whole lattice girder 2 is surrounded, according to locality
The gauze of the situation selection different densities of sandy soil is operated.
In this embodiment, in order to quickly carry out afflux to rainwater, and convenient construction needs, and reduces the left He of skewed slot 5
Right skewed slot 7 is embedded to the difficulty of side slope 1, it is preferable that the inside groove of the left skewed slot 5 and right skewed slot 7 is arc.
Preferred embodiment of the present utility model, still, the utility model and unlimited is described in detail above in association with accompanying drawing
Detail in above-mentioned embodiment, can be to skill of the present utility model in range of the technology design of the present utility model
Art scheme carries out a variety of simple variants, and these simple variants belong to the scope of protection of the utility model.
It is further to note that each particular technique feature described in above-mentioned embodiment, in not lance
In the case of shield, it can be combined by any suitable means, in order to avoid unnecessary repetition, the utility model is to each
The possible combination of kind no longer separately illustrates.
In addition, it can also be combined between a variety of embodiments of the present utility model, as long as it is not disobeyed
Thought of the present utility model is carried on the back, it should equally be considered as content disclosed in the utility model.
Claims (8)
1. a kind of drainage system of lattice girder side slope, it is characterised in that the drainage system includes：Vertical slot (4), translot (3), a left side
Skewed slot (5) and right skewed slot (7), the side of the translot (3) is close to the lower edge of lattice girder (2) and horizontally extending, and institute
State translot (3) and be communicated in outside cistern；
Vertical direction of the vertical slot (4) along the lattice girder (2) is embedded in the lattice girder (2) side slope, and described in
The lower edge of lattice girder (2) is communicated in the translot (3)；
The left skewed slot (5) and the right skewed slot (7) are located at the both sides of the vertical slot (4) respectively, and are embedded at the lattice girder
Side slope (1) in, the vertical slot (4) states skewed slot (5) with an institute left side respectively and the right skewed slot (7) is connected；
The left skewed slot (5) and the right skewed slot (7) along direction towards tilting upward extension on the lattice girder (2).
2. the drainage system of lattice girder side slope according to claim 1, it is characterised in that the left skewed slot (5) and described
The lower section of right skewed slot (7) is detachably provided with spud pile (6).
3. the drainage system of lattice girder side slope according to claim 2, it is characterised in that the spud pile (6) is expansion
Stake.
4. the drainage system of lattice girder side slope according to claim 3, it is characterised in that it is described expansion stake length be
10-30cm。
5. the drainage system of lattice girder side slope according to claim 1, it is characterised in that on the vertical slot (4) with it is described
The junction of lattice girder (2) is provided with support chip, and the both ends of the support chip are respectively and fixedly connected with the top of the vertical slot (4) both sides
End.
6. the drainage system of lattice girder side slope according to claim 1, it is characterised in that the vertical slot (4) is close to described
One end port (8) of translot (3) is provided with anti-collapse stator (9), and the anti-collapse stator (9) is along the vertical slot (4) port (8)
Circumferential direction fix, and fit in the medial surface of the translot (3).
7. the drainage system of lattice girder side slope according to claim 1, it is characterised in that in lattice girder (2) side slope
It is equipped with silk screen.
8. the drainage system of lattice girder side slope according to claim 1, it is characterised in that the left skewed slot (5) and the right side are oblique
The inside groove of groove (7) is arc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720438002.8U CN206736935U (en) | 2017-04-25 | 2017-04-25 | The drainage system of lattice girder side slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720438002.8U CN206736935U (en) | 2017-04-25 | 2017-04-25 | The drainage system of lattice girder side slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206736935U true CN206736935U (en) | 2017-12-12 |
Family
ID=60561909
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720438002.8U Expired - Fee Related CN206736935U (en) | 2017-04-25 | 2017-04-25 | The drainage system of lattice girder side slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206736935U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930302A (en) * | 2017-04-25 | 2017-07-07 | 安徽宝翔建设集团有限责任公司 | The drainage system of lattice girder side slope |
-
2017
- 2017-04-25 CN CN201720438002.8U patent/CN206736935U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930302A (en) * | 2017-04-25 | 2017-07-07 | 安徽宝翔建设集团有限责任公司 | The drainage system of lattice girder side slope |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171212 |