CN213448778U - Modularization formula escape canal that can have enough to meet need - Google Patents
Modularization formula escape canal that can have enough to meet need Download PDFInfo
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- CN213448778U CN213448778U CN202021946170.6U CN202021946170U CN213448778U CN 213448778 U CN213448778 U CN 213448778U CN 202021946170 U CN202021946170 U CN 202021946170U CN 213448778 U CN213448778 U CN 213448778U
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- 230000007306 turnover Effects 0.000 claims abstract description 8
- 239000003292 glue Substances 0.000 claims description 5
- 239000000565 sealant Substances 0.000 claims description 5
- 238000003032 molecular docking Methods 0.000 claims 2
- 230000006978 adaptation Effects 0.000 claims 1
- 125000006850 spacer group Chemical group 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 18
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 238000007789 sealing Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 210000001503 joint Anatomy 0.000 description 7
- 238000000034 method Methods 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000007935 neutral effect Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000003044 adaptive effect Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000011012 sanitization Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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Abstract
The utility model discloses a modularized turnover drainage ditch, which comprises a groove frame and a groove plate connected on the groove frame; the fluted plate contains can dismantle the U-shaped board of connecting in groove frame inside and connects in the even board of the shape of falling L at U-shaped board opening side both ends respectively, and the even board horizontal part of the shape of falling L connects in U-shaped board opening one side, and perpendicular portion connects in the entablature lateral surface. The utility model is beneficial to draining in the groove plate and ensures the stability of drainage construction by sealing between the groove plate and ground concrete; through the arrangement of the groove frame, the bottom is supported and connected in an assembling way, so that the field requirements are greatly met; the upper connecting piece is fixedly connected through the embedded connecting piece, so that the overall fixity is ensured; through assembling and connecting between adjacent fluted plate and slot frame, can satisfy the demand of different length, and the cushion that the bottom end crossbeam lower part set up can satisfy the demand of the different slopes of drainage.
Description
Technical Field
The utility model belongs to the building construction field, in particular to modularization formula escape canal can have enough to meet need.
Background
At the construction site, for arrange and lead place surface water, prevent the rainwater gathering, often need arrange interim escape canal in place and foundation ditch periphery, the traditional construction process of building type of building construction site interim escape canal is always: excavating the earth in the drainage ditch, finding a slope, compacting a concrete cushion layer, constructing a side wall, building a brick bed course and plastering; the drainage ditch has the advantages of complex construction process, low construction speed, no turnover use, environment pollution due to dismantling and resource waste due to resetting. And from project management perspective analysis, this kind of escape canal is unfavorable for project cost control, progress control, environmental management and green construction, has not been suitable for modern engineering to use yet. At present, drainage ditches which can be continuously recycled, are high in construction speed and cost-saving and can be applied to various construction site conditions are urgently needed for building and building projects.
SUMMERY OF THE UTILITY MODEL
The utility model provides a modularization can have enough to meet need formula escape canal for the convenient construction of escape canal, circulated use and site operation's adaptability scheduling technical problem when solving prefabricated site drainage.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a modular, rotatable drain comprising a channel frame and a channel plate connected to the channel frame;
the cross section of the groove frame is U-shaped, the groove frame comprises two upper beams arranged in parallel at the upper part, two lower beams arranged in parallel corresponding to the lower part of the upper beams, an upright post connected between the upper beams and the lower beams, a bottom cross beam connected between the two lower beams at intervals and positioned below the lower beams, an upper connecting piece connected to the lower surface of the upper beams, and fixing pieces connected with the inner corners of the upright post and the lower beams respectively;
the groove plate comprises a U-shaped plate detachably connected inside the groove frame and inverted L-shaped connecting plates respectively connected to two ends of the opening side of the U-shaped plate, the transverse portions of the inverted L-shaped connecting plates are connected to one side of the opening of the U-shaped plate, and the vertical portions are connected to the outer side face of the upper beam.
Furthermore, the groove frame and the groove plate are correspondingly connected into a pre-dug drainage groove, ground concrete is poured on the upper part of the drainage groove in advance, and the thickness of the ground concrete is greater than the height of the upper beam and the connecting piece; a cover plate is also connected above the opening side of the groove plate.
Furthermore, the length of the transverse part of the inverted L-shaped connecting plate is suitable for the width of the upper beam, and the height of the vertical part is at least half of the height of the upper beam; the vertical part of the inverted L-shaped connecting plate is connected with the ground concrete poured in advance in a sealing mode through sealant.
Furthermore, the upper connecting piece is an angle-shaped piece, and the upper connecting piece is arranged in the upper beam in a through manner; go up even one side and can dismantle and connect in the upper beam bottom surface, the opposite side is connected in the ground concrete side of pouring in advance through pre-buried even can dismantle.
Furthermore, the upper beam, the lower beam, the upright post and the bottom cross beam are all square or rectangular pieces, and the upper beam, the lower beam, the upright post and the bottom cross beam can be spliced and connected.
Furthermore, the fixing piece is an angle-shaped piece, the vertical part is connected to one side surface of the upright post, and the transverse part is connected to the bottom surface of the upper beam or the top surface of the lower beam; the fixing piece is further connected to the connection internal corner of the bottom cross beam and the lower beam, and the fixing piece is arranged at the splicing position of the bottom cross beam in a through-length mode.
Furthermore, a cushion block can be detachably connected below the bottom cross beam, and the height of the cushion block is adapted to the height adjusting difference between the design height and the actual height of the bottom cross beam.
Furthermore, preformed holes are further formed in the upper beam and the lower beam, and the arrangement of the adaptive upright columns and the fixing pieces is reduced or encrypted through the preformed holes.
Furthermore, adjacent groove frames and adjacent groove plates are detachably connected through butt joint pieces, and the butt joint pieces comprise connecting rods, connecting plates or butt joint glue.
The beneficial effects of the utility model are embodied in:
1) the utility model is beneficial to draining water in the groove plate through the arrangement of the groove plate, and the groove plate is convenient to prefabricate, install and disassemble, and can be used in a revolving way to the maximum extent; in addition, the stability of the fluted plate in drainage construction is ensured by sealing between the fluted plate and the pre-poured ground concrete;
2) the utility model provides a support for the connection and installation and the bottom of the groove plate through the arrangement of the groove frame, and the groove frame is convenient for the assembly and connection according to the size of the drainage ditch which needs to be designed on the construction site, thereby greatly adapting to the site requirements and saving the construction time; the upper connecting piece is fixedly connected through the embedded connecting piece, so that the overall fixity is ensured;
3) the utility model can meet the requirements of different lengths by splicing and connecting the adjacent groove plates and the groove frames, and the cushion block arranged at the lower part of the bottom beam can meet the requirements of different slopes of drainage;
the utility model has the advantages that the connection nodes are detachable connections, the site construction is easy, and the application of the fixing parts ensures the stability of the connection nodes; the utility model has simple structure and simple construction; the installation speed is fast, can have enough to meet the need practicality, to a great extent saves project construction cost, and is favorable to the protection to the job site environment. Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention; the primary objects and other advantages of the invention may be realized and attained by the structure particularly pointed out in the written description.
Drawings
FIG. 1 is a schematic view of a modular, rotatable drain connection;
FIG. 2 is a schematic cross-sectional view of a fluted plate;
FIG. 3 is a schematic perspective view of a channel frame;
FIG. 4 is a side view of the channel frame;
FIG. 5 is a top view of the channel frame;
FIG. 6 is a schematic sectional view of 1-1;
FIG. 7 is a schematic sectional view of section 1a-1 a;
FIG. 8 is a schematic view of a fastener attachment configuration;
FIG. 9 is a schematic cross-sectional view of a channel frame a-a
FIG. 10 is a schematic view of the connection of the fluted plate and the fluted frame to the ground concrete;
FIG. 11 is a partial schematic view of the connection of the fluted plate and the fluted frame to the ground concrete;
fig. 12 is a schematic view of adjacent fluted plates and fluted frame connections.
Reference numerals: 1-groove plate, 11-U-shaped plate, 12-inverted L-shaped connecting plate, 2-groove frame, 21-upper beam, 22-upper connecting piece, 23-lower beam, 24-fixing piece, 25-bottom cross beam, 26-upright post, 27-preformed hole, 28-bolt, 3-ground concrete, 4-cover plate, 5-sealant, 6-pre-buried connecting piece and 7-butt joint glue.
Detailed Description
As shown in fig. 1, the modularized turnover drainage ditch comprises a groove frame 2, a groove plate 1 connected to the groove frame 2, a groove frame 2 and a groove plate 1 which are both made of steel structures, and unit components form modularized assembly, so that the modularized turnover drainage ditch is easy to install and disassemble; the unit component is U-shaped, and the internal cross-sectional dimension is 400mm wide, 380mm high, 3m long.
As shown in fig. 2, the gutter plate 1 includes a U-shaped plate 11 fastened inside the gutter frame 2 and inverted L-shaped connecting plates 12 integrally connected to both ends of the opening side of the U-shaped plate 11, respectively, and the inverted L-shaped connecting plates 12 are connected to the opening side of the U-shaped plate 11 at their lateral portions and fastened to the outer side surface of the upper beam 21 at their vertical portions.
As shown in fig. 3 to 9, the cross section of the channel frame 2 is U-shaped, and the channel frame 2 includes two upper beams 21 disposed in parallel at the upper part, two lower beams 23 disposed in parallel corresponding to the lower part of the upper beams 21, upright posts 26 with bolts 28 between the upper beams 21 and the lower beams 23, a bottom beam 25 spaced between the two lower beams 23 and located below the lower beams 23 by bolts 28, upper connecting members 22 with bolts 28 on the lower surface of the upper beams 21, and fixing members 24 with bolts 28 at the inner corners connected with the upright posts 26 by the upper beams 21 and the lower beams 23.
In this embodiment, the upper beam 21, the lower beam 23, the upright column 26 and the bottom beam 25 are all square or rectangular pieces, and the upper beam 21, the lower beam 23, the upright column 26 and the bottom beam 25 can be connected in an assembling manner, and the assembling connection is realized through a connecting plate, a connecting sleeve or a threaded connection. In this embodiment, the upper beam 21, the lower beam 23, the column 26, and the bottom cross beam 25 are all fabricated by a steel square tube of 40 × 40mm, the upper link 22 is fabricated by angle steel of 50 × 50 × 3mm and 3m long, and the fixing member 24 is fabricated by angle steel of 40 × 40 × 3 mm.
As shown in fig. 8, the fixing member 24 is a steel angle member, a vertical bolt 28 is connected to one side surface of the column 26, and a horizontal bolt 28 is connected to the bottom surface of the upper beam 21 or the top surface of the lower beam 23; the fixing piece 24 is further connected to the connecting internal corner of the bottom cross beam 25 and the lower beam 23 through a bolt 28, and the fixing piece 24 is arranged at the splicing position of the bottom cross beam 25 in a full length mode.
In addition, a cushion block is connected to the lower part of the bottom cross beam 25 through a bolt 28, and the cushion block is a steel cushion block or a concrete cushion block; the height of the cushion block is adapted to the height adjusting difference between the design height and the actual height of the bottom cross beam 25. The upper beam 21 and the lower beam 23 are also provided with prepared holes 27, and the arrangement of the upright posts 26 and the fixing pieces 24 is adapted through the encryption or reduction of the prepared holes 27.
As shown in fig. 10 and 11, the trench frame 2 and the trench plate 1 are correspondingly connected to a pre-dug drainage trench, the upper part of the drainage trench is pre-cast with ground concrete 3, and the thickness of the ground concrete 3 is greater than the height of the upper beam 21 plus the connecting piece 22; a cover plate 4 is also attached over the open side of the fluted plate 1.
In the embodiment, the length of the transverse part of the inverted L-shaped connecting plate 12 is suitable for the width of the upper beam 21, and the height of the vertical part is at least half of the height of the upper beam 21; the vertical part of the inverted L-shaped connecting plate 12 is hermetically connected with the ground concrete 3 poured in advance through the sealant 5. In this embodiment, the upper connecting piece 22 is an angular piece, and the upper connecting piece 22 is arranged in the upper beam 21 in the longitudinal direction; but go up even 22 one side bolt 28 and connect in the upper beam 21 bottom surface, the pre-buried even 6 of opposite side connects in the ground concrete 3 side of pouring in advance, and pre-buried even 6 is pre-buried bolt and embedded screw.
As shown in fig. 12, the gutter frame 2 and the adjacent gutter plate 1 are detachably connected by a butt joint member comprising a connecting rod, a connecting plate or a butt joint glue 7.
Before construction, determining the number of drainage ditch units according to requirements, finishing the plane arrangement of drainage ditches according to construction drawings and on-site actual conditions, designing to manufacture the drainage ditch units according to design drawings, carrying out earthwork excavation on the drainage ditch, carrying out leveling tamping on the ditch bottom, finding a slope and constructing a cushion layer; then carry out the unit to frid 1 and groove frame 2 and assemble, pack the sealed butt joint of neutral and glue in assembling two constitutional unit handing-over departments of in-process, according to the flat demand of arranging of each stage field of construction, when the escape canal need change or have enough to meet the need other engineering uses, with frid 1 and groove frame 2 after removing the sanitization, assemble the escape canal unit again, can increase and decrease the unit module and reprocess the escape canal unit of special form according to the demand.
During assembly, the square tube is connected into a steel skeleton through bolts 28 and angle steel, then the steel skeleton and ground concrete 3 are connected and fixed through anchor bolts, neutral sealant 5 is filled in a contact gap, then the groove plate 1 is buckled on the groove frame 2, and finally a steel cover plate 4 is paved. The drainage ditch groove should not excavate too deeply or too wide, guarantee that the drainage ditch groove can put down can, the slope should be constructed according to the design.
The above description is only for the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any changes or substitutions that can be considered by those skilled in the art within the technical scope of the present invention should be covered by the protection scope of the present invention.
Claims (9)
1. A modular, rotatable drain comprising a gutter frame (2) and a gutter plate (1) attached to the gutter frame (2);
the cross section of the groove frame (2) is U-shaped, the groove frame (2) comprises two upper beams (21) which are arranged in parallel at the upper part, two lower beams (23) which are arranged in parallel corresponding to the lower part of the upper beams (21), upright posts (26) connected between the upper beams (21) and the lower beams (23), bottom cross beams (25) which are connected between the two lower beams (23) at intervals and are positioned below the lower beams (23), upper connecting pieces (22) connected to the lower surface of the upper beams (21), and fixing pieces (24) connected with the inner corners of the upright posts (26) respectively by the upper beams (21) and the lower beams (23);
the groove plate (1) comprises a U-shaped plate (11) detachably connected to the inner portion of the groove frame (2) and inverted L-shaped connecting plates (12) respectively connected to two ends of the opening side of the U-shaped plate (11), the transverse portions of the inverted L-shaped connecting plates (12) are connected to one side of the opening of the U-shaped plate (11), and the vertical portions are connected to the outer side face of an upper beam (21).
2. A modular turnover drain as claimed in claim 1, characterised in that said channel frame (2) and channel plate (1) are correspondingly connected in a pre-dug drain channel, the upper part of the drain channel being pre-cast with ground concrete (3) and the thickness of the ground concrete (3) being greater than the height of the upper beam (21) plus the connecting piece (22); a cover plate (4) is connected above the opening side of the groove plate (1).
3. A modular turnaround drain according to claim 2, wherein the inverted L-shaped tie plates (12) have a transverse length adapted to the width of the upper beams (21) and a vertical height at least half the height of the upper beams (21); the vertical part of the inverted L-shaped connecting plate (12) is hermetically connected with the pre-poured ground concrete (3) through a sealant (5).
4. A modular epicyclic drain according to claim 3, wherein said upper link (22) is an angular member, the upper link (22) being disposed lengthwise of the upper beam (21); one side of the upper connecting piece (22) is detachably connected to the bottom surface of the upper beam (21), and the other side of the upper connecting piece is detachably connected to the side surface of the pre-poured ground concrete (3) through the embedded connecting piece (6).
5. The modular turnover drain as claimed in claim 1, wherein the upper beam (21), the lower beam (23), the vertical column (26) and the bottom cross beam (25) are square or rectangular pieces, and the upper beam (21), the lower beam (23), the vertical column (26) and the bottom cross beam (25) are connected in a split manner.
6. The modular epicyclic drain of claim 1, wherein said fixing members (24) are angular members, the vertical portions being connected to one side of the columns (26) and the horizontal portions being connected to the bottom surface of the upper beam (21) or the top surface of the lower beam (23); the fixing piece (24) is further connected to the connecting internal corner of the bottom cross beam (25) and the lower beam (23), and the fixing piece (24) is arranged at the splicing position of the bottom cross beam (25) in a full-length mode.
7. A modular turnover drain as claimed in claim 1, wherein a spacer is detachably connected to the bottom cross member (25) and adapted to the height difference between the designed height and the actual height of the bottom cross member (25).
8. A modular turnover drain as claimed in claim 1, characterised in that said upper and lower beams (21, 23) are further provided with prepared holes (27), through which prepared holes (27) the arrangement of the adaptation columns (26) and the fixing members (24) is encrypted or reduced.
9. A modular turnaround drain according to claim 1, wherein adjacent channel frames (2) and adjacent channel plates (1) are detachably connected by a docking member comprising a connecting rod, a connecting plate or a docking glue (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021946170.6U CN213448778U (en) | 2020-09-08 | 2020-09-08 | Modularization formula escape canal that can have enough to meet need |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021946170.6U CN213448778U (en) | 2020-09-08 | 2020-09-08 | Modularization formula escape canal that can have enough to meet need |
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| Publication Number | Publication Date |
|---|---|
| CN213448778U true CN213448778U (en) | 2021-06-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202021946170.6U Active CN213448778U (en) | 2020-09-08 | 2020-09-08 | Modularization formula escape canal that can have enough to meet need |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114002111A (en) * | 2021-11-25 | 2022-02-01 | 中交天津航道局有限公司 | Transparent device for containing river and lake sediment during indoor environment-friendly dredging test |
-
2020
- 2020-09-08 CN CN202021946170.6U patent/CN213448778U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114002111A (en) * | 2021-11-25 | 2022-02-01 | 中交天津航道局有限公司 | Transparent device for containing river and lake sediment during indoor environment-friendly dredging test |
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