CN216075178U - Slope protection device for soft foundation gentle slope construction - Google Patents
Slope protection device for soft foundation gentle slope construction Download PDFInfo
- Publication number
- CN216075178U CN216075178U CN202122466884.8U CN202122466884U CN216075178U CN 216075178 U CN216075178 U CN 216075178U CN 202122466884 U CN202122466884 U CN 202122466884U CN 216075178 U CN216075178 U CN 216075178U
- Authority
- CN
- China
- Prior art keywords
- plate
- vertical
- protection device
- diaphragm
- gentle slope
- 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.)
- Active
Links
Images
Abstract
The utility model relates to a slope protection device for soft foundation gentle slope construction, which comprises transverse plates and longitudinal plates, wherein the transverse plates are arranged in parallel at intervals, the longitudinal plates are arranged in parallel at intervals, the transverse plates and the longitudinal plates are arranged in a crossed manner to form a grid frame structure, first anchoring pipes are arranged on the transverse plates, second anchoring pipes are arranged on the longitudinal plates, anchor rods are arranged in the first anchoring pipes and the second anchoring pipes, the anchor rods are vertical to the frame surface of the grid frame formed by the transverse plates and the longitudinal plates, when the soft foundation gentle slope protection construction is carried out, the transverse plates and the longitudinal plates are crossed to form the grid frame on site, the anchor rods are penetrated in the first anchoring pipes and the second anchoring pipes, the grid frame is reliably fixed, and the soft soil consolidation on the surface of a gentle slope can be effectively realized by pouring slope protection concrete or planting grass seeds in the grid frame formed by the crossed manner of the transverse plates and the longitudinal plates, avoid soil erosion and water loss and the soft soil gentle slope unstability that causes, the device construction is also comparatively convenient.
Description
Technical Field
The utility model relates to the technical field of engineering construction, in particular to a slope protection device for soft foundation gentle slope construction.
Background
In the road construction process, the roadbed slope is an inclined plane which is connected with the ground on two sides of the cross section of the roadbed, and has the characteristics of a embankment side slope and a cutting side slope, which are important factors influencing the stability of the roadbed, the side slope formed by soft soil is called a soft soil side slope, the soft soil has the characteristics of large water content, poor permeability, low natural strength, high compressibility and the like, under the influence of the characteristics, the soft soil side slope must have the same volume of water extruded out along with the compression of the soil under the pressure effect, the compression of the soil is increased along with the increase of time, the water content is gradually reduced, the density and the strength of the soil are also gradually increased, before the soft soil side slope is built, the strength of a soft soil layer is very low, if the side slope is built in a short time, because the soft soil is slowly solidified, pore water in the soft soil cannot be discharged in time, the shear strength of the soil is still very low, the additional stress which cannot be quickly increased is resisted, and the soil body can be subjected to uneven settlement to cause shear failure, therefore, measures are required to be taken to reinforce the soft soil slope so as to prevent the instability of the soft soil boundary skin. At present, the soft soil side slope is reinforced by piling to achieve the purpose of preventing the instability of the soft soil side slope, but the reinforcement is not firm, the soft soil side slope is easily impacted by rainwater in rainy weather to cause water and soil loss, so that the depression of the soft soil side slope is uneven, and the instability of the soft soil side slope can be caused over time.
SUMMERY OF THE UTILITY MODEL
The utility model aims to: the utility model provides a soft base gentle slope construction slope protection device can realize processing the gentle slope of soft base, avoids weak soil gentle slope unstability, and it is convenient to be under construction.
The technical problem to be solved in the utility model is as follows:
the utility model provides a soft base gentle slope construction slope protection device, includes diaphragm and vertical plate, the parallel interval arrangement of diaphragm is a plurality of, the parallel interval arrangement of vertical plate is a plurality of, diaphragm and vertical plate cross arrangement become the latticed frame structure, be provided with first anchor pipe on the diaphragm, be provided with second anchor pipe on the vertical plate, all be provided with the stock in first anchor pipe and the second anchor pipe, the stock is perpendicular with the frame face of the latticed frame that diaphragm and vertical plate constitute.
The utility model also has the following technical characteristics:
the two ends of the transverse plates are provided with first installation structures, the two ends of the longitudinal plates are provided with second installation structures, the first installation structures are used for realizing connection of one ends of latticed frames formed by the adjacent transverse plates and the longitudinal plates, and the second installation structures are used for realizing connection of the other ends of the latticed frames formed by the adjacent transverse plates and the longitudinal plates.
The diaphragm face is vertical to be arranged, the lower terminal surface of diaphragm is provided with first bar bayonet socket, first bar bayonet socket is vertical and sets up a plurality ofly along diaphragm length direction interval, vertical arranging of vertical board face, the up end of vertical board is provided with second bar bayonet socket, second bar bayonet socket is vertical and sets up a plurality ofly along vertical board length direction interval, the second bar bayonet socket of vertical board just constitutes the joint cooperation with the first bar bayonet socket of diaphragm relatively.
The lower end face of the transverse plate is provided with a first serrated face, and the lower plate face of the longitudinal plate is provided with a second serrated face.
The first mounting structure comprises a first mounting plate arranged at one end of a transverse plate, a first mounting rod is arranged at the other end of the transverse plate, and the first mounting rod and the first mounting plate form a detachable connection.
First bar holes are formed in the first mounting plate and arranged along the length direction of the first mounting plate, and the first mounting rod is perpendicular to the transverse plate and is inserted into the first bar holes.
The second installation structure comprises a second installation plate arranged at one end of a longitudinal plate, a second installation rod is arranged at the other end of the longitudinal plate, and the second installation rod and the second installation plate form a detachable connection.
The second mounting plate is provided with a second strip-shaped hole, the second strip-shaped hole is arranged along the length direction of the second mounting plate, and the second mounting rod is perpendicular to the longitudinal plate and is inserted into the second strip-shaped hole.
The first anchoring pipe is arranged at the middle section of the transverse plate.
The second anchoring pipe is arranged at the middle section of the longitudinal plate.
Compared with the prior art, the utility model has the beneficial effects that: when implementing the construction to soft foundation gentle slope bank protection, on-spot with diaphragm and longitudinal slab alternately constitution latticed frame, and wear to put in first anchor pipe and second anchor pipe through the stock, implement reliably fixed to this latticed frame, and at diaphragm and longitudinal slab alternately constitute latticed frame in pour the bank protection concrete or plant the grass seeds, can effectively realize the weak soil consolidation to the gentle slope surface, avoid the soft soil gentle slope unstability that water and soil loss caused, the device construction is also comparatively convenient.
Drawings
Fig. 1 and fig. 2 are two view structure diagrams of a soft foundation gentle slope construction slope protection device;
FIG. 3 is a schematic plane structure diagram of a slope protection device for soft foundation gentle slope construction;
FIG. 4 is a schematic view of a longitudinal plate;
fig. 5 is a schematic structural view of the transverse plate.
Detailed Description
Referring to fig. 1 to 5, the features of the slope protection device for soft foundation gentle slope construction are detailed as follows:
the utility model provides a soft base gentle slope construction slope protection device, includes diaphragm 100 and vertical plate 200, the parallel interval arrangement of diaphragm 100 is a plurality of, the parallel interval arrangement of vertical plate 200 is a plurality of, diaphragm 100 and vertical plate 200 are alternately arranged into latticed frame structure, be provided with first anchor pipe 110 on the diaphragm 100, be provided with second anchor pipe 210 on the vertical plate 200, all be provided with the stock in first anchor pipe 110 and the second anchor pipe 210, the stock is perpendicular with the frame face of the latticed frame that diaphragm 100 and vertical plate 200 constitute.
When implementing soft foundation gentle slope protection construction, on-the-spot diaphragm 100 and vertical plate 200 intersect and constitute latticed frame, and wear to put in first anchor pipe 110 and second anchor pipe 210 through the stock, implement and reliably fix this latticed frame, and pour the bank protection concrete or plant the grass seed in diaphragm 100 and vertical plate 200 intersect and constitute latticed frame, can effectively realize the weak soil consolidation to the gentle slope surface, avoid the soft soil gentle slope unstability that water and soil loss caused, the device construction is also comparatively convenient.
In a preferred embodiment of the present invention, first mounting structures for connecting one ends of the lattice-shaped frames formed by the adjacent horizontal plates 100 and vertical plates 200 are provided at both ends of the horizontal plate 100, and second mounting structures for connecting the other ends of the lattice-shaped frames formed by the adjacent horizontal plates 100 and vertical plates 200 are provided at both ends of the vertical plate 200.
When the device implements gentle slope bank protection construction, four horizontal boards 100 and four vertical plates 200 parallel interval arrangement and mutually perpendicular alternately constitute the latticed frame of unit, connect as an organic wholely through first installation structure and second installation structure between the latticed frame of unit for reliable connection between the latticed frame of unit, it is fixed along the domatic of gentle slope, realize the installation to whole bank protection device, until the reliable fixing of whole bank protection device gets off, realize the bank protection operation to gentle slope.
Specifically, when diaphragm 100 is connected with vertical plate 200, the vertical arrangement of diaphragm 100 face, the lower terminal surface of diaphragm 100 is provided with first bar bayonet socket 120, first bar bayonet socket 120 is vertical and sets up a plurality ofly along diaphragm 100 length direction interval, vertical plate 200 face is vertical arranges, vertical plate 200's up end is provided with second bar bayonet socket 220, second bar bayonet socket 220 is vertical and sets up a plurality ofly along vertical plate 200 length direction interval, vertical plate 200's second bar bayonet socket 220 is relative with the first bar bayonet socket 120 of diaphragm 100 and constitutes the joint cooperation.
In specific implementation, as shown in the attached drawings, the first strip-shaped bayonets 120 of the four horizontal plates 100 and the second strip-shaped bayonets 220 of the four vertical plates 200 are clamped together to form a unit grid-shaped frame.
Preferably, in order to realize the abutting between the latticed frame and the gentle slope base surface, the lower end surface of the transverse plate 100 is provided with a first serrated surface 130, and the lower plate surface of the longitudinal plate 200 is provided with a second serrated surface 230.
The first mounting structure comprises a first mounting plate 140 arranged at one end of the transverse plate 100, a first mounting rod 150 is arranged at the other end of the transverse plate 100, and the first mounting rod 150 and the first mounting plate 140 form a detachable connection.
Specifically, when the connection of the grid-shaped frames of the adjacent cells is realized, the first mounting plate 140 is provided with first strip-shaped holes 141, the first strip-shaped holes 141 are arranged along the length direction of the first mounting plate 140, and the first mounting rods 150 are perpendicular to the transverse plate 100 and are inserted into the first strip-shaped holes 141.
The second mounting structure comprises a second mounting plate 240 arranged at one end of the longitudinal plate 200, a second mounting rod 250 is arranged at the other end of the longitudinal plate 200, and the second mounting rod 250 and the second mounting plate 240 form a detachable connection.
Similarly, a second bar-shaped hole 241 is formed in the second mounting plate 240, the second bar-shaped hole 241 is arranged along the length direction of the second mounting plate 240, and the second mounting rod 250 is perpendicular to the longitudinal plate 200 and is inserted into the second bar-shaped hole 241.
In order to fix the anchor rods to the latticed frame of the unit, the first anchoring pipe 110 is disposed at the middle section of the transverse plate 100.
Preferably, in order to enable the anchor rod to be penetrated below the foundation through the second anchoring pipe 210, the second anchoring pipe 210 is disposed at a middle position of the longitudinal plate 200.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (10)
1. The utility model provides a soft base gentle slope construction bank protection device which characterized in that: including diaphragm (100) and vertical plate (200), diaphragm (100) parallel interval arrangement is a plurality of, vertical plate (200) parallel interval arrangement is a plurality of, diaphragm (100) and vertical plate (200) are crossed and are arranged into latticed frame structure, be provided with first anchor pipe (110) on diaphragm (100), be provided with second anchor pipe (210) on vertical plate (200), all be provided with the stock in first anchor pipe (110) and the second anchor pipe (210), the stock is perpendicular with the frame face of the latticed frame that diaphragm (100) and vertical plate (200) constitute.
2. The soft foundation gentle slope construction slope protection device of claim 1, characterized in that: the two ends of the transverse plate (100) are provided with first installation structures, the two ends of the longitudinal plate (200) are provided with second installation structures, the first installation structures are used for realizing connection of one ends of latticed frames formed by the adjacent transverse plate (100) and the longitudinal plate (200), and the second installation structures are used for realizing connection of the other ends of the latticed frames formed by the adjacent transverse plate (100) and the longitudinal plate (200).
3. The soft foundation gentle slope construction slope protection device of claim 2, characterized in that: the vertical arrangement of diaphragm (100) face, the lower terminal surface of diaphragm (100) is provided with first bar bayonet socket (120), first bar bayonet socket (120) are vertical and set up a plurality ofly along diaphragm (100) length direction interval, vertical board (200) face is vertical to be arranged, the up end of vertical board (200) is provided with second bar bayonet socket (220), second bar bayonet socket (220) are vertical and set up a plurality ofly along vertical board (200) length direction interval, second bar bayonet socket (220) of vertical board (200) just constitute the joint cooperation relatively with first bar bayonet socket (120) of diaphragm (100).
4. The soft foundation gentle slope construction slope protection device of claim 3, characterized in that: the lower end face of the transverse plate (100) is provided with a first serrated face (130), and the lower plate face of the longitudinal plate (200) is provided with a second serrated face (230).
5. The soft foundation gentle slope construction slope protection device of claim 2, characterized in that: the first mounting structure comprises a first mounting plate (140) arranged at one end of a transverse plate (100), a first mounting rod (150) is arranged at the other end of the transverse plate (100), and the first mounting rod (150) and the first mounting plate (140) form a detachable connection.
6. The soft foundation gentle slope construction slope protection device of claim 5, characterized in that: the first mounting plate (140) is provided with a first strip-shaped hole (141), the first strip-shaped hole (141) is arranged along the length direction of the first mounting plate (140), and the first mounting rod (150) is perpendicular to the transverse plate (100) and is inserted into the first strip-shaped hole (141).
7. The soft foundation gentle slope construction slope protection device of claim 2, characterized in that: the second installation structure comprises a second installation plate (240) arranged at one end of the longitudinal plate (200), a second installation rod (250) is arranged at the other end of the longitudinal plate (200), and the second installation rod (250) and the second installation plate (240) form detachable connection.
8. The soft foundation gentle slope construction slope protection device of claim 7, characterized in that: the second mounting plate (240) is provided with a second strip-shaped hole (241), the second strip-shaped hole (241) is arranged along the length direction of the second mounting plate (240), and the second mounting rod (250) is perpendicular to the longitudinal plate (200) and is inserted into the second strip-shaped hole (241).
9. The soft foundation gentle slope construction slope protection device of claim 1, characterized in that: the first anchoring pipe (110) is arranged at the middle section of the transverse plate (100).
10. The soft foundation gentle slope construction slope protection device of claim 1, characterized in that: the second anchoring pipe (210) is arranged at the middle section of the longitudinal plate (200).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122466884.8U CN216075178U (en) | 2021-10-13 | 2021-10-13 | Slope protection device for soft foundation gentle slope construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122466884.8U CN216075178U (en) | 2021-10-13 | 2021-10-13 | Slope protection device for soft foundation gentle slope construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216075178U true CN216075178U (en) | 2022-03-18 |
Family
ID=80638852
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122466884.8U Active CN216075178U (en) | 2021-10-13 | 2021-10-13 | Slope protection device for soft foundation gentle slope construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216075178U (en) |
-
2021
- 2021-10-13 CN CN202122466884.8U patent/CN216075178U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206736931U (en) | Highway Lithological Slope liana ecological safeguard structure | |
| CN202208904U (en) | Semi-mobile combined flood-control dam | |
| CN212001176U (en) | Highway rock matter side slope afforestation ecological structure | |
| CN2703793Y (en) | Composite earthwork cellular chamber | |
| CN216075178U (en) | Slope protection device for soft foundation gentle slope construction | |
| CN110656653B (en) | Double-curve anchor head structure side slope protection device and construction method | |
| CN208201779U (en) | A kind of green plant slope protection reticular structure of hydraulic engineering | |
| CN111622244A (en) | Three-dimensional netted reinforced band flexible retaining structure that can assemble | |
| CN216475115U (en) | Recyclable slope lamination green protection grid | |
| CN214784021U (en) | Be suitable for assembled steel gabion protection view wall on highway side slope | |
| CN216075179U (en) | Slope protection support | |
| CN212865891U (en) | Reinforced structure of soft soil foundation | |
| CN211665457U (en) | Roadbed reinforced structure for highway engineering construction | |
| CN210049256U (en) | Slope reinforcing device for civil engineering | |
| CN109281296B (en) | Construction method of irrigation water delivery channel | |
| CN210509240U (en) | Shotcrete anchor net supporting construction | |
| CN207904684U (en) | A kind of municipal administration embankment structure | |
| CN114086505A (en) | River course slope protection structure for hydraulic engineering and laying construction method | |
| CN206646531U (en) | A kind of side slope ecological protection structure | |
| CN220953472U (en) | Completely weathered granite side slope structure | |
| CN217517621U (en) | Novel environmental protection side slope based on bee check | |
| CN212452702U (en) | Three-dimensional netted reinforced band flexible retaining structure that can assemble | |
| CN211816014U (en) | Hydraulic engineering bank protection reinforced structure | |
| CN212612263U (en) | Combined reinforced flood control dam | |
| JP7109830B1 (en) | Embankment reinforced wall and construction method of embankment reinforced wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |