CN211368653U - Novel dispersed water delivery system lock chamber structure - Google Patents
Novel dispersed water delivery system lock chamber structure Download PDFInfo
- Publication number
- CN211368653U CN211368653U CN201921578747.XU CN201921578747U CN211368653U CN 211368653 U CN211368653 U CN 211368653U CN 201921578747 U CN201921578747 U CN 201921578747U CN 211368653 U CN211368653 U CN 211368653U
- Authority
- CN
- China
- Prior art keywords
- water delivery
- lock chamber
- plate
- wall
- delivery system
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- 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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Landscapes
- Barrages (AREA)
Abstract
The utility model relates to a novel dispersed water delivery system lock chamber structure, which comprises a dock-type lock chamber base body, wherein the dock-type lock chamber base body comprises a lock bottom plate, water delivery galleries are respectively arranged at two ends of the lock bottom plate, a lock wall is vertically and fixedly arranged on each of the two water delivery galleries, a ribbed plate is respectively arranged on the opposite surfaces of the two lock walls, the ribbed plate is fixedly connected with the lock wall at the same side and the water delivery gallery at the same side into a whole, and the water delivery gallery and the lock bottom plate are of an integral structure; and the lower edge of the ribbed plate is flush with the upper edge of the water delivery gallery, and the inner side of the ribbed plate is tightly close to the outer wall of the gate wall. Simple structure is ingenious, improves the overall structure intensity of dispersion water delivery system lock chamber structure, and solves behind the wall groundwater to the lock chamber produce the problem of great buoyancy, and the structure is firm reliable, is applicable to large-traffic service environment equally.
Description
The technical field is as follows:
the utility model relates to a ship lock chamber engineering technical field specifically relates to a novel disperse water delivery system lock chamber structure.
Background art:
the ship lock, as a main form of a navigation building, is a hydraulic structure which is built to overcome a water head on a channel and can lift a ship, and has an important position in water conservancy projects and waterway transportation projects. The dock-type lock chamber (lock chamber dock-type structure) has the advantages of good integrity, strong seepage resistance, uniform foundation reaction force distribution, low requirement on foundation bearing capacity and the like, and is frequently adopted on soft soil foundations and complex foundations, so that the dock-type lock chamber has better overall working performance.
The dispersed water delivery system lock chamber structure is a structural system in which a water delivery gallery is arranged at the bottom of the lock chamber structure; specifically, it sets up the water delivery corridor in the bottom both sides of lock chamber structure with the dispersion delivery, and is better to the current dispersion delivery system lock chamber structure suitability of little flow use, but to large-traffic service environment, dispersion delivery system lock chamber structure's lock wall both sides one side is rivers, one side is the filling soil, and the lock wall internal moment is great like this, and is easy to split, needs incessant maintenance, in addition, current dispersion delivery system lock chamber structure is as an overall structure, and the lock chamber is anti-floating ability is basically leaned on the dead weight of lock chamber itself to resist the buoyancy. Stopping water lowering after the wall is built, raising the water level after the wall, and maintaining the ship lock when water is not discharged in the lock chamber; at the moment, the water level behind the wall is higher, the groundwater behind the wall generates larger buoyancy force to the lock chamber, and under the condition of certain self weight, the anti-floating capacity of the lock chamber under the two working conditions is generally poorer.
The utility model has the following contents:
the utility model discloses a weak point that exists for optimizing above-mentioned prior art provides a novel dispersion water delivery system lock chamber structure, and simple structure is ingenious, improves the overall structure intensity of dispersion water delivery system lock chamber structure, and solves behind the wall groundwater and produce the problem of great buoyancy support power to the lock chamber, and the structure is firm reliable, is suitable for equally to large-traffic service environment.
The utility model discloses a solve technical problem and adopt following technical scheme:
a novel dispersed water delivery system lock chamber structure comprises a dock lock chamber base body, wherein the dock lock chamber base body comprises a lock bottom plate, water delivery galleries are respectively arranged at two ends of the lock bottom plate, a lock wall is respectively and vertically and fixedly arranged on the two water delivery galleries, a ribbed plate is respectively arranged on the opposite surfaces of the two lock walls, the ribbed plates are fixedly connected with the lock walls on the same side and the water delivery galleries on the same side into a whole, and the water delivery galleries and the lock bottom plate are of an integrated structure; and the lower edge of the ribbed plate is flush with the upper edge of the water delivery gallery, and the inner side of the ribbed plate is tightly close to the outer wall of the gate wall.
Preferably, the rib plate comprises a first plate block positioned above the filling soil and a second plate block positioned below the filling soil, the second plate block is in a right-angle ladder shape with right-angle edges abutting against the outer wall of the gate wall, the first plate block is arranged above the second plate block, and the width of the second plate block is smaller than or equal to the length of the upper bottom of the second plate block.
Preferably, the inclined edge of the first plate is provided with a plurality of sections of notches along the side length thereof in sequence, and the opening of each notch is upward.
And furthermore, the brake bottom plate is a plurality of sections of prefabricated plates which are horizontally arranged and level, the prefabricated plates are connected with one another through a post-pouring belt, and the water delivery gallery and the prefabricated plate on the outermost side are of an integrated structure.
Furthermore, the end face of the prefabricated plate is a trapezoidal section with a concave middle part.
Still further, a force eliminating sill is arranged on the outermost precast slab.
Compared with the prior art, the utility model discloses beneficial effect embodies: the utility model discloses on the water delivery corridor dispersion water delivery's based on dispersion water delivery system lock chamber structure basis, be located and set up a floor on the face that two lock walls carried on the back mutually respectively, and the floor links firmly as an organic wholely with the lock wall of homonymy and the water delivery corridor of homonymy, and with water delivery corridor and lock bottom plate formula structure as an organic whole, the floor acts on whole dispersion water delivery system lock chamber structure like this, the floor one of which, improve the overall structure intensity of dispersion water delivery system lock chamber structure, its two, give wall rear pressure, solve behind the wall groundwater to the lock chamber produce the problem of great buoyancy. The utility model discloses simple structure is ingenious, improves the overall structure intensity of dispersion water delivery system lock chamber structure, and solves behind the wall groundwater and produce the problem of great buoyancy support power to the lock chamber, and the structure is firm reliable, reduces the size thickness of lock wall to reach and reduce the engineering volume, be applicable to large-traffic service environment equally.
Description of the drawings:
in order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly introduced below, and 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 structural view of a first embodiment of the present invention;
fig. 2 is a schematic structural diagram of a second embodiment of the present invention.
The specific implementation mode is as follows:
to make the purpose, technical solution and advantages of the embodiments of the present invention clearer, the embodiments of the present invention are combined to clearly and completely describe the technical solution in the embodiments of the present invention, and obviously, the described embodiments are some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
A novel dispersed water delivery system lock chamber structure comprises a dock lock chamber base body 1, wherein the dock lock chamber base body 1 comprises a lock bottom plate 12, water delivery galleries 7 are respectively arranged at two ends of the lock bottom plate 12, a lock wall 11 is respectively and vertically and fixedly arranged on each of the two water delivery galleries 7, rib plates 8 are respectively arranged on the opposite surfaces of the two lock walls 11, the rib plates 8 are fixedly connected with the lock walls 11 on the same side and the water delivery galleries 7 on the same side into a whole, and the water delivery galleries 7 and the lock bottom plate 12 are of an integrated structure; and the lower edge of the ribbed plate 8 is flush with the upper edge of the water delivery gallery 7, and the inner side of the ribbed plate 8 is tightly close to the outer wall of the gate wall 11.
The utility model discloses on the water delivery corridor 7 dispersion water delivery's based on dispersion water delivery system lock chamber structure basis, it sets up a floor 8 respectively on two lock walls 11 faces of the back of the body, and floor 8 links firmly as an organic wholely with the lock wall 11 of homonymy and the water delivery corridor 7 of homonymy, and with water delivery corridor 7 and the 12 formula structures of brake shoe formula as an organic whole, floor 8 acts on whole dispersion water delivery system lock chamber structure like this, 8 one of the floor, improve the overall structure intensity of dispersion water delivery system lock chamber structure, two of it, give wall rear pressure, solve behind the wall groundwater to produce the problem of great buoyancy support power to the lock chamber. The utility model discloses simple structure is ingenious, improves the overall structure intensity of dispersion water delivery system lock chamber structure, and solves behind the wall groundwater and produce the problem of great buoyancy support power to the lock chamber, and the structure is firm reliable, reduces the size thickness of lock wall to reach and reduce the engineering volume, be applicable to large-traffic service environment equally.
Based on the above basic features, the utility model discloses a first embodiment:
the ribbed slab 8 comprises a first slab 81 positioned above the filling soil and a second slab 82 positioned below the filling soil, the second slab 82 is in a right-angle ladder shape with right-angle sides abutting against the outer wall of the gate wall 11, the first slab 81 is positioned above the second slab 82, and the width of the second slab 82 is less than or equal to the length of the upper bottom of the second slab 82.
The floor 8 that sets up like this is narrow from top to bottom wide, and adaptation lock chamber structure lower part pressure is big, upper portion pressure is little, under the low prerequisite of construction cost, and the dispersion water delivery system lock chamber structure that forms tamps more steadily. In order to further improve the overall structural strength of the dispersed water delivery system lock chamber structure, the rib plates 8 are arranged on the second plate 82 above the filled soil in an extending mode, so that the method is also applicable to the situation that the filled soil is filled with large-flow water, and the application range is wider.
The gate bottom plate 12 is a plurality of sections of prefabricated plates which are horizontally arranged and level, the prefabricated plates are connected with one another through a post-pouring belt 5, and the water delivery gallery 7 and the prefabricated plate on the outermost side are of an integrated structure.
The end face of the precast slab is a trapezoidal section with the middle concave inwards.
When the dispersed water delivery system lock chamber structure is formed, the forming is simple, reliable and stable by connecting the convex cross section in the middle of the two sides of the post-pouring belt 5 with the concave trapezoidal cross section in the middle of the end surface of the precast slab.
And the outermost precast slab is provided with a force eliminating sill 2.
The force absorption sill 2 plays a role in retaining water, so that water flow is more stable, the water flow is prevented from being too urgent, the bottom flow velocity is unstable, and the running stability of the ship is guaranteed.
Based on the above basic features, the utility model discloses a second embodiment:
the bevel edge of the first plate 81 is sequentially provided with a plurality of sections of notches 8a along the side length thereof, and the opening of the notches 8a is upward.
The compaction action surface is increased through the action of the gap 8a by filling and compacting, so that the rib plate 8 is further arranged more stably on the dispersed water conveying system chamber structure, and the stability of the dispersed water conveying system chamber structure is further enhanced.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention in its corresponding aspects.
Claims (6)
1. The utility model provides a novel dispersion water delivery system lock chamber structure, includes dock lock chamber base member (1), dock lock chamber base member (1) include brake lining board (12), the both ends of brake lining board (12) be provided with water delivery corridor (7) respectively, on two water delivery corridor (7) respectively vertically set firmly a floodgate wall (11), its characterized in that: the opposite surfaces of the two gate walls (11) are respectively provided with a ribbed plate (8), the ribbed plates (8) are fixedly connected with the gate walls (11) on the same side and the water conveying galleries (7) on the same side into a whole, and the water conveying galleries (7) and the gate bottom plate (12) are of an integrated structure; and the lower edge of the ribbed plate (8) is flush with the upper edge of the water delivery gallery (7), and the inner side of the ribbed plate (8) is tightly leaned against the outer wall of the gate wall (11).
2. The novel decentralized water delivery system lock chamber structure according to claim 1, characterized in that: the rib plate (8) comprises a first plate block (81) located above filled soil and a second plate block (82) located below the filled soil, the second plate block (82) is in a right-angle ladder shape with right-angle edges abutting against the outer wall of the gate wall (11), the first plate block (81) is located above the second plate block (82), and the width of the second plate block (82) is smaller than or equal to the length of the upper bottom of the second plate block (82).
3. The novel decentralized water delivery system lock chamber structure according to claim 2, characterized in that: the bevel edge of the first plate (81) is sequentially provided with a plurality of sections of notches (8a) along the side length, and the opening of each notch (8a) is upward.
4. The novel decentralized water delivery system lock chamber structure according to claim 1, characterized in that: the gate bottom plate (12) is a plurality of sections of prefabricated plates which are horizontally arranged and level, the prefabricated plates are connected with one another through a post-pouring belt (5), and the water delivery gallery (7) and the prefabricated plate on the outermost side are of an integrated structure.
5. The novel decentralized water delivery system lock chamber structure according to claim 4, characterized in that: the end face of the precast slab is a trapezoidal section with the middle concave inwards.
6. A novel decentralized water delivery system lock chamber structure according to claim 4 or 5, characterized in that: and the outermost precast slab is provided with a force eliminating sill (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921578747.XU CN211368653U (en) | 2019-09-20 | 2019-09-20 | Novel dispersed water delivery system lock chamber structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921578747.XU CN211368653U (en) | 2019-09-20 | 2019-09-20 | Novel dispersed water delivery system lock chamber structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211368653U true CN211368653U (en) | 2020-08-28 |
Family
ID=72172038
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921578747.XU Active CN211368653U (en) | 2019-09-20 | 2019-09-20 | Novel dispersed water delivery system lock chamber structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211368653U (en) |
-
2019
- 2019-09-20 CN CN201921578747.XU patent/CN211368653U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110565449A (en) | Anti-uplift and anti-separation type pile plate structure of high-speed railway | |
| CN209538214U (en) | A kind of late poured band structure of outer wall of basement | |
| CN211368653U (en) | Novel dispersed water delivery system lock chamber structure | |
| CN209798847U (en) | Structure for enhancing anti-floating capacity of underground construction/structure | |
| CN207376642U (en) | A kind of additional elevator is to a point prefabricated assembled basis | |
| CN215368506U (en) | Building block type spliced elevator shaft | |
| CN213328885U (en) | Permeable breakwater | |
| CN211368805U (en) | Waterproof structure of waterproof node of lattice column | |
| CN204401556U (en) | A kind of high-piled slab & girder wharf rear connects the soil-baffling structure of bank | |
| CN113684863A (en) | Underground three-layer large-span non-column station structure | |
| CN208685646U (en) | A kind of building foundation structure | |
| CN206768890U (en) | A kind of reinforcement operation platform of the building foundation of river bank | |
| CN208363065U (en) | Separate wall lock chamber structure | |
| CN217948959U (en) | Device for prolonging seepage diameter at bottom of wooden gate | |
| CN210766693U (en) | Ship lock dock type lock chamber with unloading plate and rib plate | |
| CN216475101U (en) | Novel reinforced concrete slide-resistant pile | |
| CN206800435U (en) | A kind of chiasma type suspended deck structure vertically developed long and narrow solution cavity and pushed | |
| CN212175842U (en) | Deep basal pit pile foundation water-resistant plate structure | |
| CN213868219U (en) | Anchoring structure for newly added wall of reservoir | |
| CN205804278U (en) | A kind of assembled long piled wharf superstructure system | |
| CN205776155U (en) | The anchor of high-strength prestressed concrete flute profile sheet pile | |
| CN217601625U (en) | Wall type construction drainage ditch structure | |
| CN217267590U (en) | Prefabricated water-resistant pressing plate structure under post-cast strip of basement raft | |
| CN210366566U (en) | Install elevator pit additional | |
| CN218757418U (en) | Integrated underground continuous wall guide wall structure with seepage-proofing function |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |