CN115198697A - Dyke structure of transformer substation in river region - Google Patents
Dyke structure of transformer substation in river region Download PDFInfo
- Publication number
- CN115198697A CN115198697A CN202211034809.7A CN202211034809A CN115198697A CN 115198697 A CN115198697 A CN 115198697A CN 202211034809 A CN202211034809 A CN 202211034809A CN 115198697 A CN115198697 A CN 115198697A
- Authority
- CN
- China
- Prior art keywords
- river
- cast
- bored concrete
- concrete pile
- connecting plate
- 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.)
- Pending
Links
- 239000004567 concrete Substances 0.000 claims abstract description 56
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 17
- 238000010276 construction Methods 0.000 description 7
- 230000002349 favourable effect Effects 0.000 description 5
- 230000000903 blocking effect Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Revetment (AREA)
Abstract
The invention discloses an embankment structure of a transformer substation river-approaching area, which comprises an embankment body and a trestle, wherein the embankment body comprises a first connecting plate, a plurality of first cast-in-place piles and a plurality of second cast-in-place piles, the trestle comprises a bridge plate and a plurality of third cast-in-place piles, the first cast-in-place piles, the second cast-in-place piles and the third cast-in-place piles are sequentially arranged side by side at intervals along the width direction of a river channel, first bored concrete pile and second bored concrete pile both insert and establish in the ground near the river region, and the second bored concrete pile is established in the bank department, and the top of the two is connected with first connecting plate both ends respectively, and third bored concrete pile bottom is inserted and is established in the ground of river course bottom, and the surface of water in river course is stretched out at the top, and the bridge erects the top at second bored concrete pile and third bored concrete pile. The embankment structure of the transformer substation river-facing area can reinforce the river-facing area through the embankment body, the river patrol requirement can be met through the trestle, and the trestle extends from the river bank to the river and is erected above the river, so that the flood passing requirement of the river can be met, and the occupied space is small.
Description
Technical Field
The invention relates to the technical field of transformer substation construction, in particular to an embankment structure of a transformer substation river region.
Background
The transformer substation is used as an important part of a power system and plays an important role in reliable operation of a power grid. The transformer substation is usually built in a river region, but as the foundation near the river channel becomes soft under the erosion of river water, the river region of the transformer substation needs to be reinforced.
The river-approaching area of the transformer substation is usually reinforced by adopting a dike structure. The present embankment structure is usually a sloped embankment structure 1'. As shown in fig. 1, the slope-type embankment structure 1' is generally disposed at an incline to the edge of the river bank 2' so that the river bank 2' forms a trapezoidal section. However, the slope-type embankment structure 1' occupies a large space, and the construction space of the substation is sometimes limited by surrounding constructed projects, so that the construction space of the embankment structure is small, and the slope-type embankment structure is difficult to adopt.
Disclosure of Invention
The embodiment of the invention aims to: the utility model provides a dyke structure in transformer substation's region near the river, its simple structure, stability is good, and it is little to take up an area of space moreover.
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides a dyke structure of transformer substation's area adjacent to river, includes dyke body and landing stage, the dyke body includes first connecting plate, a plurality of first bored concrete pile and a plurality of second bored concrete pile, the landing stage includes bridge slab and a plurality of third bored concrete pile, first bored concrete pile, second bored concrete pile and third bored concrete pile are in proper order side by side and the interval sets up along the width direction in river course, the bottom of first bored concrete pile and second bored concrete pile both is inserted and is established in the ground of the area adjacent to the river, and the second bored concrete pile sets up in river bank department, and the top of the two is connected with the both ends of first connecting plate respectively, the bottom of third bored concrete pile is inserted and is established in the ground of river course bottom, and the top stretches out to the surface of water in river course, the bridge grillage is established at the top of second bored concrete pile and the top of third bored concrete pile.
As a preferred scheme of the dyke structure of the river-approaching region of the transformer substation, the upper surface of the first connecting plate is provided with a retaining wall, the retaining wall is adjacent to the river bank, the height of the third cast-in-place pile is greater than the height of the second cast-in-place pile, the top of the third cast-in-place pile is parallel and level with the upper surface of the first connecting plate, one end of the bridge plate is connected with the top of the third cast-in-place pile, the other end of the bridge plate is abutted against the upper surface of the first connecting plate, the bridge plate is arranged at intervals with the retaining wall, so that a mounting groove for laying a cable is formed between the first connecting plate and the retaining wall.
As a preferable scheme of the embankment structure of the transformer substation in the river region, one side surface, facing the retaining wall, of the bridge plate is provided with a seepage-proofing wall.
As a preferred scheme of the embankment structure of the river-facing area of the transformer substation, a second connecting plate is connected between the retaining wall and the impervious wall, the retaining wall is provided with a first step surface, the impervious wall is provided with a second step surface, and two opposite ends of the second connecting plate are respectively abutted against the first step surface and the second step surface so as to plug the notch of the mounting groove.
As a preferable scheme of the embankment structure of the transformer substation near river area, the upper surface of the second connecting plate, the upper surface of the impervious wall and the upper surface of the bridge plate are flush.
As a preferable scheme of the embankment structure of the transformer substation riverside area, all the second cast-in-place piles are tightly attached along the length direction of the riverway, and all the first cast-in-place piles and all the third cast-in-place piles are arranged at intervals along the length direction of the riverway.
As an optimal scheme of a dike structure of a transformer substation river area, all the first cast-in-place piles, all the second cast-in-place piles and all the third cast-in-place piles are arranged at intervals along the length direction of the river channel, the distance between every two adjacent second cast-in-place piles is smaller than the distance between every two adjacent first cast-in-place piles, mould bag concrete is arranged between every two adjacent second cast-in-place piles, two clamping grooves are arranged on the outer side wall of the mould bag concrete in a sunken mode, and at least part of the second cast-in-place piles are abutted to the clamping grooves.
As a preferable scheme of the embankment structure of the transformer substation in the river region, a breakwater is arranged on one side, away from the first connecting plate, of the upper surface of the bridge plate.
As a preferable scheme of the embankment structure of the transformer substation riverside area, the wave blocking plates are inclined downwards towards the center of the river channel, and a wave guide groove is concavely arranged on one side surface of the wave blocking plates, which faces the river channel.
As an optimal scheme of a dyke structure of a transformer substation river-approaching area, the trestle comprises a plurality of cover beams, the bridge plates are provided with a plurality of connecting seats, the upper surfaces of the cover beams are provided with connecting seats, the bridge plates are spliced on the cover beams through the connecting seats, and splicing seams between every two adjacent bridge plates are cast by concrete.
The invention has the beneficial effects that: the dyke body sets up on the region of being close to the river, can increase the stability in the region of being close to the river, and through inserting the third bored concrete pile and establish on the river course ground, can extend the decking from dyke body towards river course center, the landing stage not only can further improve the stability of dyke structure through the dead weight, the landing stage can be looked around as the river course simultaneously, so that the dyke structure satisfies the requirement of looking around, and third bored concrete pile and second bored concrete pile interval set up, river water can flow below the landing stage, so that the river course accords with the flood-crossing requirement, the landing stage does not occupy the land area in the region of being close to the river simultaneously, can reduce the area of embankment structure.
Drawings
The invention is explained in more detail below with reference to the figures and examples.
Fig. 1 is a sectional view of a bank structure of a slope type substation river-approaching region in the background art.
Fig. 2 is a cross-sectional view of a embankment structure of a river-facing area of a substation according to an embodiment of the present invention.
Fig. 3 is an enlarged view of fig. 2 at a.
Fig. 4 is a schematic diagram illustrating connection of a first cast-in-place pile and a mold bag concrete according to an embodiment of the present invention.
Fig. 5 is a schematic structural view of a breakwater of a embankment structure of a river-facing area of a substation according to another embodiment of the present invention.
In the figure:
1. a dike body; 11. a first connecting plate; 12. a first cast-in-place pile; 13. a second cast-in-place pile; 2. a trestle bridge; 21. a bridge plate; 22. a third cast-in-place pile; 23. a capping beam; 24. a connecting seat; 3. retaining walls; 31. a first step surface; 4. mounting grooves; 5. a diaphragm wall; 51. a second step surface; 6. a second connecting plate; 7. molding the concrete in a bag; 71. a card slot; 8. a breakwater; 81. a wave guide groove;
100. a river channel; 101. river channel foundation; 200. a river-facing area; 201. a ground surface; 202. and (4) river banks.
Detailed Description
In order to make the technical problems solved, technical solutions adopted and technical effects achieved by the present invention clearer, the technical solutions of the embodiments of the present invention will be described in further detail below with reference to the accompanying drawings, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, unless expressly stated or limited otherwise, the terms "connected," "connected," and "fixed" are to be construed broadly, e.g., as meaning permanently connected, removably connected, or integral to one another; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
As shown in fig. 2 and fig. 3, the embankment structure of the transformer substation river-facing area provided by the present invention includes an embankment body 1 and a trestle 2, the embankment body 1 includes a first connecting plate 11, a plurality of first cast-in-place piles 12 and a plurality of second cast-in-place piles 13, the trestle 2 includes a bridge plate 21 and a plurality of third cast-in-place piles 22, the first cast-in-place piles 12, the second cast-in-place piles 13 and the third cast-in-place piles 22 are sequentially arranged side by side and at intervals along the width direction of the river 100, the bottoms of the first cast-in-place piles 12 and the second cast-in-place piles 13 are inserted into the foundation of the river-facing area 200, and the second cast-in-place piles 13 are arranged at the river bank 202, that is the first cast-in-place piles 12 are far from the river 100, the second cast-in-place piles 13 are adjacent to the river 100, the tops of the first connecting plate 11 are respectively connected with the two ends of the first connecting plate 11, and form a "20866" type cast-in-place body, and the bottoms of the third cast-in-place piles 22 are inserted into the foundation of the river 100, and the top ends of the river bed 21 and the third cast-in-place of the trestle 6613 "208666613 type foundation of the river channel 100.
Understandably, the dyke body 1 sets up on the region 200 of being close to the river, can increase the stability of the region 200 of being close to the river, and through inserting third bored concrete pile 22 on river course foundation 101, can extend the decking 21 from dyke body 1 towards river course 100 center, landing stage 2 not only can further improve the stability of dyke structure through the dead weight, landing stage 2 can be as the platform of patrolling of river course 100 simultaneously, the requirement of patrolling of river course 100 is satisfied to the dyke structure, and third bored concrete pile 22 and the interval of second bored concrete pile 13 set up, river can flow in landing stage 2 below, so that river 100 accords with the flood-crossing requirement, landing stage 2 does not occupy the land area of the region 200 of being close to the river simultaneously, can reduce the area of occupation of dyke structure.
In this embodiment, as shown in fig. 3, a retaining wall 3 is disposed on the upper surface of the first connecting plate 11, the retaining wall 3 is located on one side of the first connecting plate 11 adjacent to the river bank 202, the length direction of the retaining wall 3 extends toward the length direction of the first connecting plate 11, the height of the third cast-in-place pile 22 is greater than the height of the second cast-in-place pile 13, the top end of the third cast-in-place pile 22 is flush with the upper surface of the first connecting plate 11, one end of the bridge plate 21 is connected to the top end of the third cast-in-place pile 22, the other end abuts against the upper surface of the first connecting plate 11, and the bridge plate 21 and the retaining wall 3 are spaced apart from each other, so that a mounting groove 4 is formed between the first connecting plate 11, the bridge plate 21 and the retaining wall 3. The installation groove 4 can be used for laying cables, is favorable for protecting the cables, and simultaneously can backfill soil in the installation groove 4 and form a plant planting area, so that the self weight of the soil is utilized to maintain the stability of the bridge plate 21 and the retaining wall 3, and the greening effect of the river channel 100 can be improved. The design can fully utilize the space of the dike structure and improve the functionality of the dike structure.
Preferably, the retaining wall 3, the first connecting plate 11 and the trestle 2 are integrally cast by reinforced concrete to form the mounting groove 4. The retaining wall 3 and the first connecting plate which are designed can bear the force with the trestle 2 integrally, and the structural strength of the embankment structure is enhanced.
Specifically, in order to reinforce the bonding strength of the first connection plate 11 to the river bank 202, which is advantageous for improving the stability of the bank structure, the upper surface of the first connection plate 11 is flush with the ground 201, and the upper surface of the bridge plate 21 is higher than the ground 201.
Further, a side of the bridge plate 21 facing the retaining wall 3 is provided with a cut-off wall 5. Because the bridge plate 21 butt is in first connecting plate 11 top, the river of dyke structure below is easy to be followed the gap infiltration income mounting groove 4 between bridge plate 21 and the first connecting plate 11 in, and the cable is corroded the easy emergence damage by the river for a long time, and has and takes place electric leakage potential safety hazard, through setting up impervious wall 5, can prevent in the river infiltration mounting groove 4, is favorable to protecting the cable.
Furthermore, a second connecting plate 6 is connected between the retaining wall 3 and the impervious wall 5, the retaining wall 3 is provided with a first step surface 31, the impervious wall 5 is provided with a second step surface 51, the first step surface 31 and the second step surface 51 are oppositely arranged, and two opposite ends of the second connecting plate 6 are respectively abutted against the first step surface 31 and the second step surface 51 so as to plug the notch of the mounting groove 4. The second connecting plate 6 can hide the cable in mounting groove 4 completely, reduces outside foreign matter and piles up in mounting groove 4, is favorable to protecting the cable, can prevent simultaneously that personnel from falling into mounting groove 4 carelessly in, guarantees personnel's safety.
Specifically, the upper surface of the second connecting plate 6, the upper surface of the impervious wall 5 and the upper surface of the bridge plate 21 are flush and form a patrol platform, so that the area of the patrol platform can be increased, and the patrol platform does not have a concave-convex structure, and is favorable for passing.
In an embodiment, second connecting plate 6 runs through and is provided with a plurality of wash ports, the tank bottom of mounting groove 4 is provided with the one-way drain valve of gravity-feed tank response, the cable in mounting groove 4 is provided with the buckler, buckler and one-way drain valve stagger the setting, ponding on the platform of patrolling can follow wash port flow direction mounting groove 4 in, dodge platform ponding of patrolling, ponding weight surpasss the threshold value in mounting groove 4, one-way drain valve can open the valve automatically, discharge the water in mounting groove 4, and can prevent that river from flowing backward from one-way drain valve and getting into in mounting groove 4, the buckler can protect the cable simultaneously, keep apart water and cable, can protect the cable effectively.
In this embodiment, the trestle 2 includes the bent cap 23, and the decking 21 has a plurality ofly, and the upper surface of bent cap 23 is provided with a plurality of connecting seats 24, and the decking 21 passes through the connecting seat 24 concatenation on the bent cap 23, and the concatenation seam between two adjacent decking 21 adopts concrete placement. The bridge plate 21 is prefabricated in advance, and is transported to the scene again and is pieced together at bent cap 23 to pass through concrete placement at the concatenation seam, can guarantee the stability of trestle 2 structure, construction convenience is favorable to reducing trestle 2's the construction degree of difficulty moreover.
In this embodiment, all second cast-in-place piles 13 are closely attached along the length direction of the river channel 100, and all first cast-in-place piles 12 and all third cast-in-place piles 22 are arranged at intervals along the length direction of the river channel 100. The second closely-attached cast-in-place piles 13 abut against the river bank 202, so that the river water can be blocked, the erosion of the river water to the river bank 202 is reduced, the soil layer of the river bank 202 is stable and is not easy to collapse, and the second closely-arranged cast-in-place piles 13 can better abut against the river bank 202, so that the stability of the embankment structure can be improved; the first cast-in-place pile 12 and the third cast-in-place pile 22 are arranged at intervals, so that the arrangement of the cast-in-place piles can be reduced on the premise of ensuring the stability of the dike structure, the construction efficiency of the dike structure is improved, and the reduction of the construction difficulty of the dike is facilitated.
In another embodiment, as shown in fig. 4, all first cast-in-place piles 12, all second cast-in-place piles 13, and all third cast-in-place piles 22 are arranged at intervals along the length direction of the river 100, the distance between every two adjacent second cast-in-place piles 13 is smaller than the distance between every two adjacent second cast-in-place piles 13, a mold bag concrete 7 is arranged between every two adjacent second cast-in-place piles 13, two clamping grooves 71 are concavely arranged on the outer side walls of the mold bag concrete 7, and at least part of the second cast-in-place piles 13 abut against the clamping grooves 71. Two adjacent second bored concrete piles 13 are still closely laminated, but two adjacent second bored concrete piles 13 still can have the clearance, fill the clearance between two adjacent second bored concrete piles 13 through mould bag concrete 7, can further block the river, the river can't permeate into the region 200 of being in the river from the clearance between two adjacent second bored concrete piles 13, and draw-in groove 71 on mould bag concrete 7 can guarantee that mould bag concrete 7 can combine together better with two adjacent second bored concrete piles 13, be difficult for being strikeed the separation by the river.
In the present embodiment, as shown in fig. 5, a breakwater 8 is provided on a side of the upper surface of the bridge plate 21 away from the first connection plate 11, and a length direction of the breakwater 8 extends toward a length direction of the bridge plate 21. Because river 100 water level rises to a certain height, the water waves may rush from the side of bridge plate 21 close to river 100 to the embankment structure, and the water waves can be blocked by arranging wave blocking plates 8, so that the embankment structure is prevented from accumulating water.
Preferably, the breakwater 8 is obliquely disposed toward the river 100, and a wave guide groove 81 is concavely disposed on one side of the breakwater 8 toward the river 100. When the water wave impacts the wave deflector 8, part of the water wave may pass through the wave deflector 8 and be sputtered onto the bridge plate 21, and the design can guide the water wave impacting the wave deflector 8 towards the river channel 100, so as to ensure that the water wave cannot be sputtered onto the bridge plate 21.
In particular, the embankment structure is made of reinforced concrete casting.
In the description herein, it is to be understood that the terms "upper," "lower," "left," "right," and the like are based on the orientation or positional relationship shown in the drawings for convenience in description and simplicity of operation, and do not indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the present invention. Furthermore, the terms "first" and "second" are used merely for descriptive purposes and are not intended to have any special meaning.
In the description herein, references to the description of "an embodiment," "an example" or the like are intended to mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example.
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 appropriately combined to form other embodiments as will be appreciated by those skilled in the art.
The technical principles of the present invention have been described above with reference to specific embodiments. The description is made for the purpose of illustrating the principles of the invention and should not be taken in any way as limiting the scope of the invention. Based on the explanations herein, those skilled in the art will be able to conceive of other embodiments of the present invention without inventive effort, which would fall within the scope of the present invention.
Claims (10)
1. The utility model provides a dyke structure of transformer substation's area adjacent to river which characterized in that, includes dyke body and landing stage, the dyke body includes first connecting plate, a plurality of first bored concrete pile and a plurality of second bored concrete pile, the landing stage includes bridge slab and a plurality of third bored concrete pile, first bored concrete pile, second bored concrete pile and third bored concrete pile are in proper order side by side and the interval sets up along the width direction in river course, the bottom of first bored concrete pile and the second bored concrete pile both is inserted and is established in the ground of adjacent river region, and the second bored concrete pile sets up in river bank department, and the top of the two is connected with the both ends of first connecting plate respectively, the bottom of third bored concrete pile is inserted and is established in the ground of river course bottom, and the top stretches out to the surface of water in river course, the bridge grillage is established on the top of second bored concrete pile and the top of third bored concrete pile.
2. The embankment structure of a transformer substation river region according to claim 1, wherein a retaining wall is arranged on the upper surface of the first connecting plate, the retaining wall is adjacent to the river bank, the height of the third cast-in-place pile is greater than that of the second cast-in-place pile, the top end of the third cast-in-place pile is flush with the upper surface of the first connecting plate, one end of the bridge plate is connected with the top end of the third cast-in-place pile, the other end of the bridge plate abuts against the upper surface of the first connecting plate, and the bridge plate and the retaining wall are arranged at intervals, so that a mounting groove for laying a cable is formed among the first connecting plate, the bridge plate and the retaining wall.
3. The embankment structure of the substation riverside area according to claim 2, wherein a side of the bridge plate facing the retaining wall is provided with a cut-off wall.
4. The embankment structure of a transformer substation river reach area according to claim 3, wherein a second connecting plate is connected between the retaining wall and the impervious wall, the retaining wall is provided with a first step surface, the impervious wall is provided with a second step surface, and two opposite ends of the second connecting plate respectively abut against the first step surface and the second step surface so as to plug the notch of the mounting groove.
5. The embankment structure of a substation waterside according to claim 4, wherein the upper surface of the second connecting plate, the upper surface of the impervious wall and the upper surface of the bridge plate are flush.
6. The embankment structure of transformer substation waterside according to any one of claims 1 to 5, wherein all the second cast-in-place piles are closely attached along the length direction of the river channel, and all the first cast-in-place piles and all the third cast-in-place piles are arranged at intervals along the length direction of the river channel.
7. The embankment structure of a substation river region according to any one of claims 1 to 5, wherein all the first cast-in-place piles, all the second cast-in-place piles and all the third cast-in-place piles are arranged at intervals along the length direction of the river channel, the distance between every two adjacent second cast-in-place piles is smaller than the distance between every two adjacent first cast-in-place piles, a mould bag concrete is arranged between every two adjacent second cast-in-place piles, two clamping grooves are arranged on the outer side wall of the mould bag concrete in a recessed mode, and at least part of the second cast-in-place piles abut against the clamping grooves.
8. The embankment structure of a substation riverside area according to any one of claims 1 to 5, wherein the upper surface of the bridge plate is provided with a breakwater on a side away from the first connecting plate.
9. The embankment structure of a substation riverside area according to claim 8, wherein the breakwater is inclined downwards towards the center of the river channel, and a wave guide groove is concavely formed in one side surface of the breakwater towards the river channel.
10. The embankment structure of a transformer substation river region according to any one of claims 1 to 5, wherein the trestle comprises a plurality of capping beams, the upper surface of each capping beam is provided with a plurality of connecting seats, the bridge plates are spliced on the capping beams through the connecting seats, and the splicing seams between two adjacent bridge plates are poured by concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211034809.7A CN115198697A (en) | 2022-08-26 | 2022-08-26 | Dyke structure of transformer substation in river region |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211034809.7A CN115198697A (en) | 2022-08-26 | 2022-08-26 | Dyke structure of transformer substation in river region |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN115198697A true CN115198697A (en) | 2022-10-18 |
Family
ID=83572131
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211034809.7A Pending CN115198697A (en) | 2022-08-26 | 2022-08-26 | Dyke structure of transformer substation in river region |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115198697A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012144951A (en) * | 2011-01-14 | 2012-08-02 | Jfe Steel Corp | Steel pipe pile type landing pier |
| CN206204967U (en) * | 2016-11-11 | 2017-05-31 | 长江勘测规划设计研究有限责任公司上海分公司 | A kind of double perfusion pile cofferdam |
| CN209260743U (en) * | 2018-12-03 | 2019-08-16 | 中交第三航务工程勘察设计院有限公司 | A kind of transition structure for barrel type basis dike corner |
| CN209260773U (en) * | 2018-12-03 | 2019-08-16 | 中交第三航务工程勘察设计院有限公司 | A kind of connected structure for barrel type foundation structure shore protection |
| CN110939101A (en) * | 2019-12-26 | 2020-03-31 | 长江勘测规划设计研究有限责任公司 | Vertical dike structure and construction method thereof |
| CN213328634U (en) * | 2020-08-25 | 2021-06-01 | 长江勘测规划设计研究有限责任公司 | Trestle structure for ecological reconstruction of hard revetment of urban river |
| CN113373865A (en) * | 2021-05-17 | 2021-09-10 | 温州市水利电力勘测设计院 | Frame type dyke structure |
-
2022
- 2022-08-26 CN CN202211034809.7A patent/CN115198697A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012144951A (en) * | 2011-01-14 | 2012-08-02 | Jfe Steel Corp | Steel pipe pile type landing pier |
| CN206204967U (en) * | 2016-11-11 | 2017-05-31 | 长江勘测规划设计研究有限责任公司上海分公司 | A kind of double perfusion pile cofferdam |
| CN209260743U (en) * | 2018-12-03 | 2019-08-16 | 中交第三航务工程勘察设计院有限公司 | A kind of transition structure for barrel type basis dike corner |
| CN209260773U (en) * | 2018-12-03 | 2019-08-16 | 中交第三航务工程勘察设计院有限公司 | A kind of connected structure for barrel type foundation structure shore protection |
| CN110939101A (en) * | 2019-12-26 | 2020-03-31 | 长江勘测规划设计研究有限责任公司 | Vertical dike structure and construction method thereof |
| CN213328634U (en) * | 2020-08-25 | 2021-06-01 | 长江勘测规划设计研究有限责任公司 | Trestle structure for ecological reconstruction of hard revetment of urban river |
| CN113373865A (en) * | 2021-05-17 | 2021-09-10 | 温州市水利电力勘测设计院 | Frame type dyke structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5195846A (en) | Spillway for discharging extraordinary floods at dams having at least two flood discharge structures | |
| Ouamane | Nine years of study of the piano key weir in the university laboratory of Biskra ‘lessons and reflections’ | |
| CN214939820U (en) | Dykes and dams for hydraulic engineering | |
| CN112695697A (en) | Flood control wall combined with bridge paving and construction method | |
| CN115198697A (en) | Dyke structure of transformer substation in river region | |
| CN115434289B (en) | Overflow weir structure of spillway outlet of reservoir synergy expansion engineering and construction method thereof | |
| CN103758080B (en) | Overhead type disappears unrestrained sightseeing platform structure | |
| CN203668883U (en) | Overhead type wave eliminating view platform structure | |
| CN211200274U (en) | Assembled channel shore protection structure | |
| CN216141972U (en) | Ride and stride combination formula beam platform flood control embankment structure and bridge | |
| CN216664082U (en) | Interlocking combined sheet pile structure for channel shore protection | |
| JP4097222B2 (en) | River / Sabo Structure and Block Material for River / Sabo Structure Construction | |
| CN218175738U (en) | Automatic flood bank module of concatenation formula | |
| CN212641397U (en) | Be used for thick check trash rack arrangement structure of pump floodgate | |
| CN219260877U (en) | Double-row inserted sheet pile shore protection structure | |
| CN219690466U (en) | Multifunctional ship lock pile wall combined type vertical supporting structure | |
| CN217536852U (en) | Emergent manger plate earth dam of basin emergency environment incident | |
| CN219240423U (en) | Ecological U-shaped plate pile | |
| CN219568749U (en) | Seepage-proofing structure of earth-rock dam | |
| CN216141971U (en) | Rigid frame combined beam platform flood control embankment structure and bridge | |
| CN217678848U (en) | River course bank protection stake board support system | |
| CN219568959U (en) | Pile foundation support soil retaining wall structure | |
| CN210459094U (en) | Disconnect-type high pile pier structure that disappears | |
| CN221118384U (en) | Ecological frame formula barricade structure of assembled river course | |
| CN218911504U (en) | Frame structure for reinforcing soft soil foundation revetment adjacent to building and serving as road |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20221018 |
|
| RJ01 | Rejection of invention patent application after publication |