CN210167782U - Prefabricated assembled device of integrated cable pit and escape canal - Google Patents
Prefabricated assembled device of integrated cable pit and escape canal Download PDFInfo
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- CN210167782U CN210167782U CN201920983171.9U CN201920983171U CN210167782U CN 210167782 U CN210167782 U CN 210167782U CN 201920983171 U CN201920983171 U CN 201920983171U CN 210167782 U CN210167782 U CN 210167782U
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- drainage
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Abstract
The utility model discloses a prefabricated assembled device of integrated cable ditch and escape canal, including the first prefabricated standard section drainage cabin and the prefabricated standard section cable hold of placing side by side, the curb plate that first prefabricated standard section drainage cabin 1 is close to prefabricated standard section cable hold is the same with the height of prefabricated standard section cable hold curb plate, and another curb plate height in first prefabricated standard section drainage cabin is less than the height of prefabricated standard section cable hold curb plate, and prefabricated standard section cable hold top adds and is equipped with first buckle. The adaptability of the cable trench laying path and the drainage trench laying path to plane extension and turning requirements in an actual field is high; the structure modeling is simple, the combination and installation mode is simple and easy, the requirement on the technical level of constructors is low, and the labor cost is reduced.
Description
Technical Field
The utility model belongs to the technical field of road drainage device and cable laying device, a prefabricated assembled device in integrated cable ditch and escape canal is related to.
Background
At present, the policy support of the state on the new energy industry is continuously weakened, the competition of the photovoltaic industry and the wind power industry in the market is more and more intense, meanwhile, the requirement of the state on environmental protection in engineering construction is higher and higher, and the requirements on how to guarantee the construction period, splicing quality, reducing cost, protecting ecology and the like in the engineering construction gradually become one of important innovative ideas breaking through the current competition situation of the new energy industry in the market.
Although the field drainage engineering and the cable laying engineering are less in place than the electric engineering and civil engineering projects as the auxiliary projects of the whole new energy industry project, the cost ratio of the whole project is not light because the engineering quantity is large.
The traditional method of drainage engineering of photovoltaic and wind power projects is to arrange a trapezoidal section concrete drainage side ditch along the longitudinal through length of the excavation side of an access road of a photovoltaic region, but the floor area of a photovoltaic project is large, the access road in the field usually extends for several kilometers, the path of the drainage side ditch in the drainage engineering is long, and the cost per meter is high; the construction quality is difficult to ensure; the maintenance period of the concrete drainage side ditch is longer; the quality, the construction period and the cost of the whole project drainage project are not easy to be integrally controlled; the traditional gutter is easy to be blocked by silt and weeds due to the rough surface of the inner wall of the traditional gutter in the using process; the traditional drainage side ditch is easy to generate frost heaving cracks and deformation cracks and has poor durability; the traditional drainage side ditch needs to be matched with a water collecting well, so that the engineering cost is increased invisibly; the traditional gutter cannot be reused and easily damages the ecological environment of a field.
The traditional method of the field cable laying engineering of the photovoltaic and wind power projects is to excavate a cable trench according to the designed depth along a field cable laying path, backfill and compact the cable trench layer by using original soil after placing the cable at the bottom of the trench, but the new energy industry projects have larger occupied area, the cable laying path in the field usually extends for kilometers, the earthwork excavation and backfill amount in the cable laying process is larger, and the cost per meter is higher; in the construction process, the complete depth of the direct-buried cable trench can not reach the designed depth usually, and the construction quality is difficult to ensure; the construction period of the direct-buried cable laying is long; the direct-buried cable laying path is usually not provided with a clear mark, and potential risk exists when ground excavation is needed in later-stage maintenance or other engineering construction; the quality, the construction period and the cost of the whole project drainage project are not easy to be integrally controlled.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a prefabricated assembled device in integrated cable pit and escape canal has solved among the drainage engineering that exists among the prior art drainage facility and has arranged easily and place direct-burried cable pit and arrange the conflict problem that takes place.
The utility model provides a, a prefabricated assembled device in integrated cable ditch and escape canal, including the first prefabricated standard section drainage cabin and the prefabricated standard section cable hold of placing side by side, the curb plate that first prefabricated standard section drainage cabin is close to prefabricated standard section cable hold is the same with the height of prefabricated standard section cable hold curb plate, and another curb plate height in first prefabricated standard section drainage cabin is less than the height of prefabricated standard section cable hold curb plate, and prefabricated standard section cable hold top adds and is equipped with first buckle.
The utility model discloses a characteristics still lie in:
first prefabricated standard section drainage cabin and prefabricated standard section cable hold all include a plurality ofly, and a plurality of first prefabricated standard section drainage cabins are linked together each other, and a plurality of prefabricated standard section cable holds communicate each other.
A plurality of first prefabricated standard section drainage cabins are connected in sequence, and a plurality of prefabricated standard section cable cabins are connected in sequence.
The prefabricated standard section cable cabin is further connected with a prefabricated cable cabin corner connecting piece, and the prefabricated standard section cable cabin is further connected with a prefabricated cable cabin three-way connecting piece.
The first prefabricated standard section drainage cabin is connected with a second prefabricated standard section drainage cabin through a prefabricated drainage cabin three-way connecting piece or a prefabricated drainage cabin corner connecting piece, and an outlet of the second prefabricated standard section drainage cabin is located on the road filling side.
The height of two side plates of the second prefabricated standard section drainage cabin is equal and lower than that of the prefabricated standard section cable cabin side plates, and a second buckle plate is additionally arranged at the top end of the second prefabricated standard section drainage cabin.
A first groove is formed in the outer wall of one end of the first prefabricated standard section drainage cabin, and a first bulge matched with the first groove is formed in the outer wall of the other end of the first prefabricated standard section drainage cabin; a second groove is formed in the outer wall of one end of the prefabricated standard section cable cabin, and a second protrusion matched with the second groove is arranged on the outer wall of the other end of the prefabricated standard section cable cabin.
A third groove is formed in the inner side wall of the top end of the prefabricated standard section cable cabin, the first buckle plate comprises a flat plate, a support plate matched with the third groove is vertically fixed on the surface of the flat plate, and the support plate is located in the third groove.
And a water stopping layer is arranged on the contact surface of the first buckle plate and the prefabricated standard section cable cabin.
A fourth groove is formed in the inner side wall of the top end of the second prefabricated standard section drainage cabin, the second buckle plate comprises a second flat plate, a second support plate matched with the fourth groove is vertically fixed to the surface of the second flat plate, and the second support plate is located in the fourth groove.
The utility model has the advantages that:
the utility model discloses a prefabricated assembled device of integrated cable pit and escape canal, prefabricated standard section drainage cabin, prefabricated standard section cable cabin, prefabricated drainage cabin corner connecting piece, prefabricated cable cabin corner connecting piece, prefabricated drainage cabin tee junction spare, prefabricated cable cabin tee junction spare, first buckle, second buckle and apron of prefabricating processing, cable pit lays the route and the escape canal arranges the route strong adaptability to the plane extension and turn demand in the actual place; the structure and the shape are simple, the combination and the installation modes are simple and easy, the requirement on the technical level of constructors is low, and the labor cost is reduced; the whole set of prefabricated parts can be reused; the quality, the construction period and the cost of project drainage engineering and cable laying engineering are integrally controlled, the engineering cost is further reduced, and the integral quality of the engineering is ensured; the problems that the arrangement of drainage facilities in drainage engineering in the prior art is easy to conflict with the arrangement of a field direct-buried cable trench, the construction quantity of drainage structures is large, and the construction cost is high are fundamentally solved; the buried depth of the cable in the direct-buried cable laying project does not reach the standard, the path is not clear, the quantity of excavation projects is large, and the like.
Drawings
Fig. 1 is a schematic plan view of a linear section of a prefabricated assembly device for an integrated cable trench and drainage ditch according to the present invention;
fig. 2 is a sectional view of a side a of the prefabricated assembly of an integrated cable trench and drain of the present invention;
fig. 3 is a B-side cross-sectional view of a prefabricated assembly of an integrated cable trench and drain of the present invention;
fig. 4 is a schematic structural view of a prefabricated cable compartment corner connecting piece in the prefabricated assembly type device of the integrated cable trench and the drainage trench of the present invention;
fig. 5 is a schematic structural view of a prefabricated drainage tank corner connecting piece in the prefabricated assembly type device of the integrated cable trench and the drainage trench of the present invention;
fig. 6 is a schematic side cross-sectional view of a second prefabricated standard section drainage tank a in the prefabricated assembly type device of the integrated cable trench and drainage trench of the present invention;
fig. 7 is a schematic structural view of a prefabricated cable compartment three-way connection member in the prefabricated assembly type device of the integrated cable trench and drainage trench of the present invention;
fig. 8 is a schematic structural view of a prefabricated drainage tank tee joint connector in the prefabricated assembly type device of the integrated cable trench and drainage trench of the present invention;
fig. 9 is a schematic side sectional view of a second prefabricated standard section drainage cabin B in the prefabricated assembly type device of the integrated cable trench and drainage trench of the present invention;
fig. 10 is the utility model relates to a prefabricated assembled device operating condition schematic diagram of integrated cable ditch and escape canal.
In the drawing, 1, a first prefabricated standard section drainage cabin, 2, a prefabricated standard section cable cabin, 3, a prefabricated drainage cabin corner connecting piece, 4, a prefabricated cable cabin corner connecting piece, 5, a prefabricated drainage cabin three-way connecting piece, 6, a prefabricated cable cabin three-way connecting piece, 7, a first buckle plate, 8, a second prefabricated standard section drainage cabin, 9, a water stop layer, 10, a second buckle plate, 11, a first groove, 12, a first bulge, 13, a third groove, 14, a second groove, 15, a second bulge and 16, a fourth groove are formed.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings and specific embodiments.
The utility model provides a prefabricated assembled device of integrated cable pit and escape canal, as shown in figure 1, including the first prefabricated standard section drainage tank 1 and the prefabricated standard section cable chamber 2 of placing side by side, the cross-section of first prefabricated standard section drainage tank 1 and prefabricated standard section cable chamber 2 is the U type, the length of first prefabricated standard section drainage tank 1 and prefabricated standard section cable chamber 2 equals, the curb plate that first prefabricated standard section drainage tank 1 is close to prefabricated standard section cable chamber 2 is the same with the height of another curb plate with prefabricated standard section cable chamber 2 curb plate, thereby avoid in the use of actual engineering because of the rainwater that first prefabricated standard section drainage tank 1 collectes excessively to pour into prefabricated standard section cable chamber 2 into, reduce cable life. And a first buckle plate 7 is additionally arranged at the top end of the prefabricated standard section cable cabin 2.
First prefabricated standard section drainage tank 1 and prefabricated standard section cable compartment 2 all include a plurality ofly, and a plurality of prefabricated standard section drainage tank 1 communicate each other, and a plurality of prefabricated standard section cable compartments 2 communicate each other.
As shown in fig. 2, a first groove 11 is formed along the outer wall of one end of the first prefabricated standard section drainage cabin 1, and a first protrusion 12 matched with the first groove 11 is arranged on the outer wall of the other end of the first prefabricated standard section drainage cabin 1; as shown in fig. 3, a second groove 14 is formed along the outer wall of one end of the prefabricated standard section cable compartment 2, and a second protrusion 15 adapted to the second groove 14 is formed on the outer wall of the other end of the prefabricated standard section cable compartment 2. On a straight line road, a plurality of first prefabricated standard section drainage cabins 1 are matched and sequentially spliced through a first groove 11 and a first protrusion 12, and a plurality of prefabricated standard section cable cabins 2 are matched and sequentially spliced through a second groove 14 and a second protrusion 15, so that the extension of a cable cabin path of a straight line section is realized.
As shown in fig. 4, the cable storage system further comprises prefabricated cable storage room corner connecting pieces 4, two adjacent prefabricated standard section cable storage rooms 2 are connected through the prefabricated cable storage room corner connecting pieces 4, a cable is led into a field area, and two ends of each prefabricated cable storage room corner connecting piece 4 are respectively provided with a groove or a protrusion corresponding to the prefabricated standard section cable storage room 2; in a broken line path section (road end), the prefabricated cable cabin corner connecting piece 4 is communicated with the two prefabricated standard section cable cabins 2 in an inserting mode so as to realize the turning and extension of the buried path of the prefabricated standard section cable cabin 2 between the straight line section and the broken line section.
As shown in fig. 5 and 6, the first prefabricated standard section drainage cabin 1 is connected with the second prefabricated standard section drainage cabin 8 through a prefabricated drainage cabin corner connecting piece 3, and two ends of the prefabricated drainage cabin corner connecting piece 3 are respectively provided with a groove or a bulge corresponding to the first prefabricated standard section drainage cabin 1 and the second prefabricated standard section drainage cabin 8; at a broken line path section (road end), the prefabricated drainage cabin corner connecting piece 3 is communicated with the first prefabricated standard section drainage cabin 1 and the second prefabricated standard section drainage cabin 8 in an inserting mode, so that the turning and the extension of the embedding path of the first prefabricated standard section drainage cabin 1 between the straight line section and the broken line section are realized, and water is drained to a low-lying part (road filling side) on the other side of the road. The height of the prefabricated cable compartment corner connecting piece 4 is larger than that of the prefabricated drainage compartment corner connecting piece 3. The prefabricated drainage cabin corner connecting piece 3 is an L-shaped groove, and a cover plate can be additionally arranged on the prefabricated drainage cabin three-way connecting piece 5 according to requirements.
As shown in fig. 7, a first prefabricated standard section drainage cabin 1 is simultaneously connected with a first prefabricated standard section drainage cabin 1 and a second prefabricated standard section drainage cabin 8 through a prefabricated drainage cabin three-way connecting piece 5, and three interfaces of the prefabricated drainage cabin three-way connecting piece 5 are respectively provided with a groove or a bulge corresponding to the first prefabricated standard section drainage cabin 1 and the second prefabricated standard section drainage cabin 8; in the branch path section, the horizontal outlet of the prefabricated drainage cabin three-way connecting piece 5 is respectively connected with two first prefabricated standard section drainage cabins 1 in an inserting mode, the vertical outlet is connected with a second prefabricated standard section drainage cabin 8 in an inserting mode, the horizontal first prefabricated standard section drainage cabin 1 continues to form a drainage path, and the second prefabricated standard section drainage cabin 8 discharges water to a depression (road filling side) on the other side of the road, so that the turning and extending of the embedding path of the first prefabricated standard section drainage cabin 1 between the straight section and the vertical branch section are realized. The prefabricated drainage cabin three-way connecting piece 5 is a T-shaped groove, and a cover plate can be additionally arranged on the prefabricated drainage cabin three-way connecting piece 5 as required.
As shown in fig. 8, the cable compartment structure further comprises a prefabricated cable compartment three-way connecting piece 6, one prefabricated standard section cable compartment 2 is simultaneously connected with two prefabricated standard section cable compartments 2 through the prefabricated cable compartment three-way connecting piece 6, and three interfaces of the prefabricated cable compartment three-way connecting piece 6 are respectively provided with a groove or a protrusion corresponding to the prefabricated standard section cable compartment 2; in the branch path section, the prefabricated cable cabin three-way connecting piece 6 is respectively communicated with the three prefabricated standard section cable cabins 2 in an inserting mode, the prefabricated standard section cable cabin 2 connected with the vertical interface leads the cable into the field, and therefore turning and extension of the embedding path of the prefabricated standard section cable cabin 2 between the straight line section and the vertical direction branch section are achieved. The height of the prefabricated cable cabin three-way connecting piece 6 is greater than that of the prefabricated drainage cabin three-way connecting piece 5. Prefabricated cable cabin corner connecting piece 4 is L type groove, adds on prefabricated cable cabin corner connecting piece 4 and establishes the apron, and prefabricated cable cabin tee junction spare 6 is T type groove, adds on prefabricated cable cabin tee junction spare 6 and establishes the apron to prevent that water from getting into prefabricated standard section cable cabin 2.
As shown in fig. 8 and 9, a fifth groove 17 is formed in the outer wall of one end of the second prefabricated standard section drainage cabin 8, a third protrusion 18 matched with the fifth groove 17 is formed in the outer wall of the other end of the second prefabricated standard section drainage cabin 8, the second prefabricated standard section drainage cabin 8 is connected with the prefabricated drainage cabin corner connecting piece 3 or the prefabricated drainage cabin three-way connecting piece 5 through the fifth groove 17 and the third protrusion 18, and the second prefabricated standard section drainage cabin 8 is connected with the first prefabricated standard section drainage cabin 1 through the prefabricated drainage cabin corner connecting piece 3 or the prefabricated drainage cabin three-way connecting piece 5; the heights of two side plates of the second prefabricated standard section drainage cabin 8 are equal and are lower than the heights of the side plates of the prefabricated standard section cable cabin 2, and a second buckle plate 10 is additionally arranged at the top end of the second prefabricated standard section drainage cabin 8. On a drainage path, every certain distance, the first prefabricated standard section drainage cabin 1 is connected with a second prefabricated standard section drainage cabin 8 through a prefabricated drainage cabin three-way connecting piece 5, so that the second prefabricated standard section drainage cabin 8 is perpendicular to the first prefabricated standard section drainage cabin 1, an outlet of the second prefabricated standard section drainage cabin 8 is positioned on the road filling side, and the second prefabricated standard section drainage cabin 8 drains water to a depression on the other side of the road (the road filling side); at the end of the path, the first prefabricated standard segment drainage cabin 1 is connected with the second prefabricated standard segment drainage cabin 8 through a prefabricated drainage cabin corner connecting piece 3, so that water is drained to a low-lying place on the road filling side. A fourth groove 16 is formed in the inner side wall of the top end of the second prefabricated standard section drainage cabin 8, the second buckle plate 10 comprises a second flat plate 10-1, a second support plate 10-2 matched with the fourth groove 16 is vertically fixed on the surface of the second flat plate 10-1, and the second support plate 10-2 is located in the fourth groove 16.
The contact surface of the first buckle 7 and the prefabricated standard section cable cabin 2 is provided with a water stopping layer 9, the water stopping layer 9 is a rubber water stopping belt and is arranged between the first buckle 7 and the prefabricated standard section cable cabin 2, so that a good waterproof effect is achieved, and the interior of the prefabricated standard section cable cabin 2 is dry and airtight.
A third groove 13 is formed in the inner side wall of the top end of the prefabricated standard section cable cabin 2, the first buckle 7 comprises a flat plate 7-1, a support plate 7-2 matched with the third groove 13 is vertically fixed on the surface of the flat plate 7-1, and the support plate 7-2 is located in the third groove 13.
The first prefabricated standard section drainage cabin 1, the prefabricated standard section cable cabin 2, the prefabricated drainage cabin corner connecting piece 3, the prefabricated cable cabin corner connecting piece 4, the prefabricated drainage cabin three-way connecting piece 5, the prefabricated cable cabin three-way connecting piece 6, the first buckle plate 7 and the second buckle plate 10 are all made of resin concrete.
The sections of the first prefabricated standard section drainage cabin 1, the prefabricated standard section cable cabin 2, the prefabricated drainage cabin corner connecting pieces 3, the prefabricated cable cabin corner connecting pieces 4, the prefabricated drainage cabin three-way connecting pieces 5 and the prefabricated cable cabin three-way connecting pieces 6 are all in a shape of a rounded rectangle, and water collection and water seepage in each cabin are guaranteed, and the cabin body is timely drained.
The utility model relates to an integrated cable pit and escape canal's prefabricated assembled device's application method as follows:
firstly, longitudinally excavating a foundation pit along the inner side (excavation side) of a gravel road of a field according to the sizes of a first prefabricated standard section drainage cabin 1 and a prefabricated standard section cable cabin 2, wherein the foundation pit needs to be provided with a trench bottom longitudinal slope not less than 0.5% along the gravel road of the field longitudinally, and then flattening and compacting the virtual soil at the bottom of the foundation pit; then pouring plain concrete at the bottom of the foundation pit, vibrating for compacting, and plastering for forming; then sequentially placing the first prefabricated standard section drainage cabin 1 and the prefabricated standard section cable cabin 2 in the foundation pit, and placing the prefabricated standard section cable cabin 2 on the side of the excavation side slope;
as shown in fig. 10, a first prefabricated standard section drainage cabin 1 and a prefabricated standard section cable cabin 2 are sequentially and respectively placed along the path of the straight-line section cable cabin and the drainage cabin; the adjacent first prefabricated standard section drainage cabins 1 and the adjacent prefabricated standard section cable cabins 2 are connected in an end surface groove splicing mode. And when the path of the branch section is branched, the three prefabricated standard section cable cabins 2 are connected through the prefabricated cable cabin three-way connecting piece 6. At intervals, the first prefabricated standard section drainage cabin 1 is connected with a second prefabricated standard section drainage cabin 8 through a vertical interface of a prefabricated drainage cabin three-way connecting piece 5, water is discharged to a low-lying place on the other side of a road, a horizontal interface of the prefabricated drainage cabin three-way connecting piece 5 is continuously connected with the first prefabricated standard section drainage cabin 1, and the prefabricated standard section cable cabin 2 at the moment is continued according to the original path; at the end of the path, the first prefabricated standard section drainage cabin 1 is connected with a second prefabricated standard section drainage cabin 8 through a prefabricated drainage cabin corner connecting piece 3, and water is discharged to a low-lying place on the other side of the road; after the prefabricated standard section cable compartment 2 and the first prefabricated standard section drainage compartment 1 are arranged and installed along respective paths, cables to be laid in the field are sequentially placed in the prefabricated standard section cable cabin 2 in a shape like a Chinese character 'pin', then a rubber waterstop is additionally arranged on the stepped inner wall of the top of the prefabricated standard section cable cabin 2, finally a first buckle plate 7 is additionally arranged on the prefabricated standard section cable cabin 2, a cover plate is additionally arranged on the prefabricated cable cabin corner connecting piece 4 and the prefabricated cable cabin three-way connecting piece 6, and is compacted, the gaps on the side wall among the first prefabricated standard section drainage cabin 1, the prefabricated standard section cable cabin 2 and the foundation pit are filled with soil and vibrated to be compacted, and the drainage longitudinal slope of 2% needs to be set up to first prefabricated standard section drainage tank 1 near road side within a certain range, guarantees to collect rainwater and dig rainwater on the side slope on the road and can in time discharge to first prefabricated standard section drainage tank 1.
In this way, the utility model discloses a prefabricated assembled device of integrated cable pit and escape canal, prefabricated standard section drainage cabin, prefabricated standard section cable cabin, prefabricated drainage cabin corner connecting piece, prefabricated cable cabin corner connecting piece, prefabricated drainage cabin tee junction spare, prefabricated cable cabin corner connecting piece, first buckle, second buckle and apron of prefabricating processing, and link up the arrangement through arch and recess cooperation in the grafting mode along field area cable laying route and drainage route, convenient dismantlement, transportation, reduce the amount of labour, according to the above-mentioned use, can fundamentally solve drainage facility arrangement among the drainage engineering that exists among the prior art and easily conflict with the place directly-buried cable pit arrangement, drainage structures engineering volume is big and the cost is high; the buried depth of the cable in the direct-buried cable laying project does not reach the standard, the path is not clear, the quantity of excavation projects is large, and the like; the extension of cables and drainage on a broken line path and a branch path is realized through a prefabricated drainage cabin corner connecting piece, a prefabricated cable cabin corner connecting piece, a prefabricated drainage cabin three-way connecting piece and a prefabricated cable cabin three-way connecting piece; the second prefabricated standard section drainage cabins are arranged at intervals, and water in the prefabricated standard section drainage cabins is drained in time so as to prevent the prefabricated standard section drainage cabins from overflowing the cabin body due to overlarge water flow.
Claims (10)
1. The utility model provides a prefabricated assembled device of integrated cable pit and escape canal, its characterized in that, includes first prefabricated standard section drainage tank (1) and prefabricated standard section cable chamber (2) of placing side by side, first prefabricated standard section drainage tank (1) is close to the curb plate of prefabricated standard section cable chamber (2) and the highly the same of prefabricated standard section cable chamber (2) curb plate, first prefabricated standard section drainage tank (1) opposite side board height is less than the height of prefabricated standard section cable chamber (2) curb plate, prefabricated standard section cable chamber (2) top adds and is equipped with first buckle (7).
2. The prefabricated unit integrated cable trench and drain according to claim 1, wherein each of the first prefabricated standard segment drain compartments (1) and the prefabricated standard segment cable compartments (2) comprises a plurality of first prefabricated standard segment drain compartments (1) which are communicated with each other, and a plurality of prefabricated standard segment cable compartments (2) which are communicated with each other.
3. The prefabricated assembly type device for integrated cable ditches and drainage ditches according to claim 2, wherein a plurality of the first prefabricated standard section drainage cabins (1) are connected in sequence, and a plurality of the prefabricated standard section cable cabins (2) are connected in sequence.
4. The prefabricated assembly type device for the integrated cable trench and drainage ditch according to claim 2, wherein the prefabricated standard section cable compartment (2) is further connected with a prefabricated cable compartment corner connecting piece (4), and the prefabricated standard section cable compartment (2) is further connected with a prefabricated cable compartment tee connecting piece (6).
5. The prefabricated assembly type device for the integrated cable trench and drainage ditch according to claim 4, wherein the first prefabricated standard section drainage tank (1) is connected with a second prefabricated standard section drainage tank (8) through a prefabricated drainage tank tee joint (5) or a prefabricated drainage tank corner connecting piece (3), and the outlet of the second prefabricated standard section drainage tank (8) is positioned on the road fill side.
6. The prefabricated device for the integrated cable trench and drainage ditch according to claim 5, wherein the height of the two side plates of the second prefabricated standard section drainage tank (8) is equal to the height of the two side plates of the second prefabricated standard section drainage tank and is lower than the height of the side plates of the prefabricated standard section cable tank (2), and a second buckle plate (10) is additionally arranged at the top end of the second prefabricated standard section drainage tank (8).
7. The prefabricated assembly type device for the integrated cable trench and drainage ditch according to claim 2, wherein a first groove (11) is formed along the outer wall of one end of the first prefabricated standard section drainage tank (1), and a first protrusion (12) matched with the first groove (11) is formed on the outer wall of the other end of the first prefabricated standard section drainage tank (1); and a second groove (14) is formed in the outer wall of one end of the prefabricated standard section cable cabin (2), and a second protrusion (15) matched with the second groove (14) is arranged on the outer wall of the other end of the prefabricated standard section cable cabin (2).
8. The prefabricated device for integrating the cable trench and the drainage ditch according to claim 1 or 2, wherein a third groove (13) is formed in the inner side wall of the top end of the prefabricated standard section cable compartment (2), the first buckle plate (7) comprises a flat plate (7-1), a support plate (7-2) matched with the third groove (13) is vertically fixed on the surface of the flat plate (7-1), and the support plate (7-2) is positioned in the third groove (13).
9. The prefabricated integrated cable trench and drainage ditch according to claim 6, wherein the contact surface of the first buckle plate (7) and the prefabricated standard cable compartment (2) is provided with a water stopping layer (9).
10. The prefabricated assembly type device for the integrated cable trench and drainage ditch according to claim 6, wherein a fourth groove (16) is formed in the inner side wall of the top end of the second prefabricated standard section drainage tank (8), the second buckle plate (10) comprises a second flat plate (10-1), a second support plate (10-2) matched with the fourth groove (16) is vertically fixed on the surface of the second flat plate (10-1), and the second support plate (10-2) is positioned in the fourth groove (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920983171.9U CN210167782U (en) | 2019-06-27 | 2019-06-27 | Prefabricated assembled device of integrated cable pit and escape canal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920983171.9U CN210167782U (en) | 2019-06-27 | 2019-06-27 | Prefabricated assembled device of integrated cable pit and escape canal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210167782U true CN210167782U (en) | 2020-03-20 |
Family
ID=69793867
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920983171.9U Expired - Fee Related CN210167782U (en) | 2019-06-27 | 2019-06-27 | Prefabricated assembled device of integrated cable pit and escape canal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210167782U (en) |
-
2019
- 2019-06-27 CN CN201920983171.9U patent/CN210167782U/en not_active Expired - Fee Related
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