CN211596682U - Compromise longspan sideslip door sluice facility of navigation - Google Patents
Compromise longspan sideslip door sluice facility of navigation Download PDFInfo
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- CN211596682U CN211596682U CN201922123387.0U CN201922123387U CN211596682U CN 211596682 U CN211596682 U CN 211596682U CN 201922123387 U CN201922123387 U CN 201922123387U CN 211596682 U CN211596682 U CN 211596682U
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- sluice
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Abstract
The utility model discloses a compromise longspan sideslip door sluice facility of navigation, include: a sluice bottom plate constructed on the bottom of the river channel; constructing a left and a right door storehouse pier walls on a water gate bottom plate; the left and right gate hole pier walls are constructed on the water gate bottom plate, a main gate hole is formed by enclosing the left and right gate hole pier walls and the water gate bottom plate, a left gate warehouse is formed by enclosing the left gate hole pier wall, the left gate warehouse pier wall and the water gate bottom plate, and a right gate warehouse is formed by enclosing the right gate hole pier wall, the right gate warehouse pier wall and the water gate bottom plate; the moisture-proof gate body is arranged on the water gate bottom plate and consists of a plurality of gate units; first and second left-door garage gates within the left-door garage and located at upstream and downstream ends of the left-door garage; and first and second right-door storehouse gates installed in the right-door storehouse and located at upstream and downstream ends of the right-door storehouse. The utility model discloses a keep off damp gate main part adopts the merogenesis design, is applicable to the large-span and keeps off the tide.
Description
Technical Field
The utility model relates to a sluice technical field especially relates to a compromise longspan sideslip door sluice facility of navigation.
Background
The wide river channel not only serves as a drainage channel, but also is an important shipping channel. When the sluice is built, the water is stored and the tide is blocked, the ship is blocked from passing. Generally, a water lock and ship lock junction project needs to be built on a river channel, and a water lock and a ship lock are usually arranged separately, but the scheme has the defects of large occupied area, high building cost, unsmooth navigation channel and restricted navigation capacity.
The common water gate transverse moving door utilizes the transverse movement of the gate to block water, and the water blocking is kept stable by the gate piers supported at two sides, but the transverse moving door is limited by the width, and the design span of the transverse moving door is usually not more than 50m in the water conservancy projects built at home and abroad.
In order to solve the problem of river channel shipping when a single transverse moving door sluice is limited by span and blocks water (tide), a novel transverse moving door sluice facility which has good large-span stress condition, convenient operation and convenient navigation is urgently needed to be researched and developed. To this end, the applicant has sought, through useful research and research, a solution to the above-mentioned problems, in the context of which the technical solutions to be described below have been made.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the technical problem that will solve lies in: aiming at the defects of the prior art, the large-span transverse moving door sluice facility has good large-span stress condition and convenient operation and gives consideration to navigation.
The utility model provides a technical problem can adopt following technical scheme to realize:
a compromise navigable large-span sliding door sluice facility, comprising:
a sluice bottom plate constructed on the bottom of the river channel;
constructing left and right hangar pier walls which are arranged on the water gate bottom plate and are positioned at the left and right sides of the water gate bottom plate;
the left gate hole pier wall and the right gate hole pier wall are arranged on the water gate bottom plate and are positioned on the inner sides of the left gate warehouse pier wall and the right gate warehouse pier wall respectively, a main gate hole is formed by enclosing the left gate hole pier wall and the right gate warehouse pier wall with the water gate bottom plate, a left gate warehouse which can be used as a ship gate is formed by enclosing the left gate hole pier wall, the left gate warehouse pier wall and the water gate bottom plate, and a right gate warehouse which can be used as a ship gate is formed by enclosing the right gate hole pier wall, the right gate warehouse pier wall and the water gate bottom plate;
the moisture-proof gate body is arranged on the water gate bottom plate and consists of a plurality of gate units, when moisture is blocked, the plurality of gate units are spliced along the transverse direction to form the moisture-proof gate body and are positioned in the gate hole of the body to block moisture, when water is drained, one part of gate units in the moisture-proof gate body are stored in the left door storehouse, and the other part of gate units are stored in the right door storehouse;
the first left door storeroom gate and the second left door storeroom gate are arranged in the left door storeroom and are positioned at the upstream end and the downstream end of the left door storeroom; and
and the first right door storeroom gate and the second right door storeroom gate are arranged in the right door storeroom and are positioned at the upstream end and the downstream end of the right door storeroom.
In a preferred embodiment of the present invention, the water gate bottom plate is of a one-span structure or a multi-span structure, and the water gate bottom plate is connected to the left and right gate hole piers or the left and right gate garage piers in a separated or integrated manner.
In a preferred embodiment of the present invention, the water gate bottom plate is a reinforced concrete bottom plate or a steel structure bottom plate or an empty box structure combined by reinforced concrete and steel structure.
In a preferred embodiment of the present invention, the gate unit is an empty box structure, which is enclosed by a steel plate, and has a plurality of longitudinal supporting beams, a plurality of transverse supporting beams, and a plurality of supporting trusses distributed longitudinally, transversely, and obliquely.
In a preferred embodiment of the present invention, a water stop sealing structure is provided between two adjacent sections of gate units and between the gate units located at both sides and the left and right gate hole pier walls on the water retaining side, respectively.
In a preferred embodiment of the present invention, a sub-gate slot is formed in the top of each section of gate unit in the moisture-proof gate body, a sub-gate is embedded in the sub-gate slot of each section of gate unit, and a sub-gate lifting mechanism for driving the sub-gate to vertically lift is further disposed in each section of gate unit.
In a preferred embodiment of the present invention, the sub-gate is a plane steel gate or an empty box steel gate.
The utility model discloses a preferred embodiment left and right gate unit business turn over opening is reserved on the left and right gate pier wall respectively lie in on the sluice bottom plate be provided with at least one gate unit slip track between left and right gate unit business turn over opening, set up the slip recess corresponding with each gate unit slip track on the bottom surface of each section gate unit, install one row of interval arrangement and can on the bottom surface of each slip recess the gliding movable pulley of gate unit slip track is last.
In a preferred embodiment of the present invention, a gate moving mechanism is provided in each gate unit, and the gate moving mechanism can slide the gate unit along the gate unit sliding rail.
In a preferred embodiment of the present invention, left and right lateral door moving mechanisms are provided in the left and right door storehouses, and the left and right lateral door moving mechanisms can drive the gate units stored in the left and right door storehouses to move within the range of the left and right door storehouses.
In a preferred embodiment of the present invention, the first and second left garage gate and/or the first and second right garage gate may adopt one of a vertical lift gate type structure, a horizontal pull gate type structure or a herringbone gate type structure.
Due to the adoption of the technical scheme, the beneficial effects of the utility model reside in that:
1. the main body of the moisture-proof gate adopts a sectional design, and is suitable for large-span moisture-proof;
2. the utility model has the advantages that during the water drainage period, the main body of the tide-blocking gate is respectively positioned in the left and right doorways, the ship passes through the gate hole of the main body, and during the water retaining period, the ship passes through the left and right doorways, thus the shipping is not influenced;
3. the utility model realizes the operation of the gate through the gate moving mechanism, and is convenient to open and close;
4. the utility model discloses a but the top of each section gate unit is provided with the sub-gate of vertical lift in the gate main part that keeps off the tide, reduces the structure height of the gate main part that keeps off the tide effectively, save material, coordinate with all ring edge borders.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic plan view of the present invention when closing the gate and retaining water.
Fig. 2 is a schematic plan view of the present invention when the gate is opened to drain water.
Fig. 3 is a longitudinal sectional view of the utility model when closing the gate and stopping water.
Fig. 4 is a longitudinal sectional view of the utility model moisture damper main body.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand and understand, the present invention is further explained by combining with the specific drawings.
Referring to the drawings, the large-span transverse-moving-door water gate facility for navigation comprises a water gate bottom plate 100, left and right garage pier walls 200a and 200b, left and right gate hole pier walls 300a and 300b, a tide blocking gate body 400, left garage gates 510a and 510b and right garage gates 520a and 520 b.
The sluice floor 100 is constructed on the bottom of the river. In the present embodiment, the floodgate base plate 100 preferably adopts a one-span structure or a multi-span structure, and the floodgate base plate 100 is preferably a reinforced concrete base plate or a steel structure base plate or an empty box structure combined by reinforced concrete and steel structures.
The left and right garage pier walls 200a and 200b are constructed on the water gate bottom plate 100 and are positioned on the left and right sides of the water gate bottom plate 100, and the left and right garage pier walls 200a and 200b are connected with the water gate bottom plate 100 in a separated or integrated manner.
The left and right gate hole piers 300a and 300b are constructed on the water gate bottom plate 100 and located at the inner sides of the left and right gate garage piers 200a and 200b, respectively, and the left and right gate hole piers 300a and 300b are connected with the water gate bottom plate 100 by adopting a separated connection or an integrated connection. The left and right gate hole pier walls 300a and 300b and the water gate bottom plate 100 are enclosed to form a main gate hole 10, the main gate hole 10 is basically consistent with the river course in direction, and the size of the main gate hole is required to meet the requirements of river course drainage and main channel. The left lock hole pier wall 300a, the left door warehouse pier wall 200a and the water lock bottom plate 100 are enclosed to form a left door warehouse 20a which can be used as a ship lock, and the right lock hole pier wall 300b, the right door warehouse pier wall 200b and the water lock bottom plate 100 are enclosed to form a right door warehouse 20b which can be used as a ship lock. The left and right door stores 20a and 200b are disposed adjacent to the main body gate hole 10, and the left and right door stores 20a and 200b have a U-shaped section, the clear size of which is slightly larger than the width of the gate unit 410 described below.
The moisture barrier gate main body 400 is provided on the gate base plate 100, and is composed of a plurality of gate units 410. When tidal current is blocked, a plurality of sections of gate units 410 are spliced in the transverse direction to form a tidal current blocking gate main body 400 and are positioned in the main body gate hole 10 for tidal current blocking, as shown in fig. 1; when the water is drained, a part of the gate unit 410 of the moisture barrier gate main body 400 is stored in the left door storage 20a, and the other part of the gate unit 410 is stored in the right door storage 20b, as shown in fig. 2. In this embodiment, each gate unit 410 is an empty box structure, the periphery of which is sealed by steel plates, and the interior of which is provided with a plurality of longitudinal supporting beams, a plurality of transverse supporting beams, and a plurality of supporting trusses distributed longitudinally, transversely, and obliquely.
In order to improve the overall sealing and water retaining performance of the tidal gate main body 400 during the tidal stop, water-stop sealing structures (not shown) are respectively provided on the water retaining sides between the adjacent two gate units 410 and between the gate units 410 on both sides and the left and right gate- hole piers 300a, 300 b.
Further, referring to fig. 4, a sub-gate slot 411 is formed in the top of each section of gate unit 410 in the moisture barrier gate main body 400, a sub-gate 420 is embedded in the sub-gate slot 411 of each section of gate unit 410, and a sub-gate lifting mechanism (not shown) for driving the sub-gate 420 to vertically lift is further disposed in each section of gate unit 410. In this embodiment, the sub-gate 420 may be a plane steel gate or an empty box steel gate, and the sub-gate lifting mechanism may be a hydraulic hoist or an empty box water filling and draining device of the sub-gate. The sub-gate 420 is provided to reduce the height of the main structure, save materials, and coordinate with the surrounding environment.
Left door bank gates 510a, 510b are mounted within the left door bank 20a at the upstream and downstream ends of the left door bank 20 a. In the present embodiment, the left garage gates 510a, 510b may be one of a vertical lift gate type structure, a horizontal sliding gate type structure, or a herringbone gate type structure.
Right door garage gates 520a, 520b are mounted within the right door garage 20b at the upstream and downstream ends of the right door garage 20 b. The right garage gates 520a, 520b may be one of a vertical lift gate type structure, a cross-sliding gate type structure, or a chevron gate type structure.
Left and right gate unit entrance and exit openings 310a and 310b are reserved on the left and right gate pier walls 300a and 300b, respectively, two gate unit sliding rails 610 are provided between the left and right gate unit entrance and exit openings 310a and 310b on the water gate bottom plate 100, two sliding grooves 412 corresponding to the two gate unit sliding rails 610 are provided on the bottom surface of each gate unit 410, and a row of movable pulleys 620 which are arranged at intervals and can slide on the gate unit sliding rails 610 are installed on the bottom surface of each sliding groove 412. In addition, the two gate unit sliding rails 610 protrude from the floodgate base plate 100 and can be slidably engaged with the sliding grooves 412 of each gate unit 410, so that the upper thrust of the gate unit 410 is transmitted to the floodgate base plate 100, thereby improving the stability of the overall structure.
A gate moving mechanism (not shown) is provided in each gate unit 410, and the gate moving mechanism can slide the gate unit 410 along the gate unit sliding rail 610. The gate moving mechanism is generally composed of a power device, a propelling device, an auxiliary mechanical device for serving the operation of the propelling device, a positioning device, other auxiliary machines and the like, and is a conventional device in the field, and the description is omitted.
Left and right lateral sliding mechanisms (not fully shown) are provided in the left and right door stores 20a, 20b, and can drive the shutter units 410 stored in the left and right door stores 20a, 20b to move within the range of the left and right door stores 20a, 20 b. The left and right lateral door moving mechanisms are composed of door moving rails 700a and 700b, a fixing device, a driving device, and the like, which are conventional devices in the art and will not be described herein.
The utility model discloses a compromise large-span sideslip door sluice facility's of navigation theory of operation as follows:
when the main body gate 10 is drained, a part of the gate units 410 of the tidal gate main body 400 is stored in the left gate storage 20a, another part of the gate units 410 is stored in the right gate storage 20b, the sub-gate 420 is located in the sub-gate slot 411 of the gate unit 410, and the left gate storage gates 510a and 510b and the right gate storage gates 520a and 520b close the water, and the ship passes through the main body gate 10, as shown in fig. 2.
When the main body gate hole 10 needs to block tide, the gate units 410 stored in the left and right gate storehouses 20a and 200b are pushed to the left and right gate unit in-out openings 310a and 310b of the left and right gate hole piers 300a and 300b section by section through the left and right lateral gate moving mechanisms, and are pushed to a predetermined position of the main body gate hole 10 along the gate unit sliding track 610 under the action of the gate moving mechanism, each section of gate unit 410 is connected to form a closed water blocking body at one time, and the sub-gate 420 lifts up to block water from the sub-gate slot 411 of the gate unit 410. At this time, the water level can be adjusted by opening the left- door garage gate 510a, 510b or the right- door garage gate 520a, 520b, and the ship passes through the left-door garage 20a or the right-door garage 20b, as shown in fig. 1.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (11)
1. The utility model provides a compromise large-span sideslip door sluice facility of navigation which characterized in that includes:
a sluice bottom plate constructed on the bottom of the river channel;
constructing left and right hangar pier walls which are arranged on the water gate bottom plate and are positioned at the left and right sides of the water gate bottom plate;
the left gate hole pier wall and the right gate hole pier wall are arranged on the water gate bottom plate and are positioned on the inner sides of the left gate warehouse pier wall and the right gate warehouse pier wall respectively, a main gate hole is formed by enclosing the left gate hole pier wall and the right gate warehouse pier wall with the water gate bottom plate, a left gate warehouse which can be used as a ship gate is formed by enclosing the left gate hole pier wall, the left gate warehouse pier wall and the water gate bottom plate, and a right gate warehouse which can be used as a ship gate is formed by enclosing the right gate hole pier wall, the right gate warehouse pier wall and the water gate bottom plate;
the moisture-proof gate body is arranged on the water gate bottom plate and consists of a plurality of gate units, when moisture is blocked, the plurality of gate units are spliced along the transverse direction to form the moisture-proof gate body and are positioned in the gate hole of the body to block moisture, when water is drained, one part of gate units in the moisture-proof gate body are stored in the left door storehouse, and the other part of gate units are stored in the right door storehouse;
the first left door storeroom gate and the second left door storeroom gate are arranged in the left door storeroom and are positioned at the upstream end and the downstream end of the left door storeroom; and
and the first right door storeroom gate and the second right door storeroom gate are arranged in the right door storeroom and are positioned at the upstream end and the downstream end of the right door storeroom.
2. The long-span transverse-moving gate water gate facility compatible with navigation of claim 1, wherein the water gate bottom plate adopts a one-span structure or a multi-span structure, and the water gate bottom plate and the left and right gate hole pier walls or the left and right door garage pier walls adopt a separated connection or an integrated connection.
3. The long-span transverse moving door sluice facility compatible with navigation of claim 2, wherein the sluice bottom plate is a reinforced concrete bottom plate or a steel structure bottom plate or an empty box structure combined by reinforced concrete and steel structures.
4. The long-span transverse moving door sluice facility compatible with navigation of claim 1, wherein the sluice unit is of an empty box type structure, the periphery of the sluice unit is closed by steel plates, and a plurality of longitudinal supporting beams, a plurality of transverse supporting beams and a plurality of supporting trusses distributed longitudinally, transversely and obliquely are arranged in the sluice unit.
5. The long-span horizontally-moving door water gate facility compatible with navigation as claimed in claim 1, wherein water-stop sealing structures are respectively provided on the water-retaining sides between adjacent two sections of gate units and between the gate units on both sides and the left and right gate-hole piers.
6. The long-span horizontally-moving gate water gate facility compatible with navigation of claim 1, wherein a sub-gate slot is formed in the top of each gate unit in the main body of the moisture-proof gate, a sub-gate is embedded in the sub-gate slot of each gate unit, and a sub-gate lifting mechanism for driving the sub-gate to vertically lift is further arranged in each gate unit.
7. The navigable, large-span, sliding-door water gate facility of claim 6, wherein the sub-gates are steel planar gates or steel empty-box gates.
8. The navigable large-span transverse moving door sluice facility as claimed in any one of claims 1 to 6, wherein a left and a right sluice unit entrance and exit openings are reserved on the left and right sluice pier walls, at least one sluice unit sliding rail is arranged on the sluice floor between the left and right sluice unit entrance and exit openings, a sliding groove corresponding to each sluice unit sliding rail is formed on the bottom surface of each sluice unit, and a row of moving pulleys which are arranged at intervals and can slide on the sluice unit sliding rails are mounted on the bottom surface of each sliding groove.
9. The navigable, large-span, sliding-door water gate facility of claim 8, wherein a gate moving mechanism is provided in each gate unit, and the gate moving mechanism can slide the gate unit along the gate unit sliding track.
10. The long-span horizontally-moving gate water gate facility compatible with navigation of claim 9, wherein a left and a right side door-moving mechanisms are provided in the left and the right door storehouses, and the left and the right side door-moving mechanisms can drive the gate units stored in the left and the right door storehouses to move within the range of the left and the right door storehouses.
11. The navigable, large-span, sliding-door sluice facility of claim 1, wherein the first and second left-hand sluice gates and/or the first and second right-hand sluice gates are of one of a vertical lift gate type, a sliding gate type or a herringbone gate type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922123387.0U CN211596682U (en) | 2019-12-02 | 2019-12-02 | Compromise longspan sideslip door sluice facility of navigation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922123387.0U CN211596682U (en) | 2019-12-02 | 2019-12-02 | Compromise longspan sideslip door sluice facility of navigation |
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| Publication Number | Publication Date |
|---|---|
| CN211596682U true CN211596682U (en) | 2020-09-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922123387.0U Active CN211596682U (en) | 2019-12-02 | 2019-12-02 | Compromise longspan sideslip door sluice facility of navigation |
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| CN (1) | CN211596682U (en) |
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