CN208633067U - A kind of large size river sill may bulkhead gate - Google Patents
A kind of large size river sill may bulkhead gate Download PDFInfo
- Publication number
- CN208633067U CN208633067U CN201820922416.2U CN201820922416U CN208633067U CN 208633067 U CN208633067 U CN 208633067U CN 201820922416 U CN201820922416 U CN 201820922416U CN 208633067 U CN208633067 U CN 208633067U
- Authority
- CN
- China
- Prior art keywords
- gate
- bulkhead gate
- bulkhead
- maintenance
- goal post
- 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
Abstract
The utility model discloses a kind of large size river sill may bulkhead gate and is provided with the workspace for building main switch dam in the earth bank including the earth bank that two sides have been built；And detection goal post is then respectively arranged at two outside upstream and downstream of workspace, and it is also provided with corresponding gate slot at the two sides of the detection goal post and the inner sidewall of two sides earth bank 1, and then it is fitted with sealed bulkhead gate from top to down in corresponding gate slot.The utility model effectively utilizes the river overcurrent of non-active area, and working region can be effectively protected in heavy rain or flood；It solves difficulty of the steel dam/hydraulic dam in later maintenance and maintenance, the danger and cost of former underwater husbandry is reduced, by the item optimization that can not much repair originally at maintainable project；And the bulkhead gate simple structure in the present apparatus, light-weight, easy to operate, save the cost.
Description
Technical field
The utility model relates to the metal steel structure gate in water conservancy machinery, specifically a kind of large-scale river sill may inspection
Repair gate.
Background technique
Large size river steel dam door does not have maintenance door since river is too wide now, starts early period before and after river setting in engineering
Twice earth bank, workspace is fenced up, while being excavated flume and being drained by water around workspace, then by the product of workspace
Water is drained with water pump.Workspace Nei Shui starts the construction work of sill may after draining.Start that steel dam or liquid are installed after civil engineering completion
Dam is pressed, after installation end steel dam can work normally, excavates earth bank water flowing work.
There are the following problems for existing working method:
1) earth bank could excavate after must arriving entire Practical Completion, since drainage canal is limited general circulating face by river
It is all smaller, when encounter heavy rain or happen suddenly flood drainage canal discharge capacity be not achieved demand will lead to earth bank overflow water pour into
Workspace.The civil engineering or equipment and related tool of damage hot work in progress, cause huge loss；
2) steel dam/hydraulic dam goes wrong in use needs repairing or maintenance repair is very difficult.Again it builds
Earth bank is played to take out the ponding of workspace or be put into the water operation.Operation is lauched since risk is big, and due to being in water
The reason of, many problems not can solve or can not thoroughly solve.This results in later period steel dam/hydraulic dam that can not repair or only
It can solve cosmetic issue, the shelf life for seriously affecting equipment even results in unforeseen consequence.
Utility model content
The purpose of this utility model is in view of the deficienciess of the prior art, providing a kind of both with perfect streamlined appearance
But also with the bench drill cabinet of stress bearing capacity.
A kind of technical solution: technical solution used by the utility model solves the problems, such as are as follows: large size river sill may maintenance lock
Door, including the earth bank that two sides have been built, is provided with the workspace for building main switch dam in the earth bank；And on two outsides of workspace
It is then respectively arranged with maintenance goal post at downstream, and is also all provided at the two sides of the maintenance goal post and the inner sidewall of two sides earth bank 1
It is equipped with corresponding gate slot, and is then fitted with sealed bulkhead gate from top to down in corresponding gate slot；And it is described
Bulkhead gate is at least stacked with two layers, and each bulkhead gate includes bulkhead gate frame, the inspection that is mounted in bulkhead gate frame
It repairs gate panel and is looped around the bulkhead gate water stop rubber of bulkhead gate frame outer layer；The gate flap height of each bulkhead gate
It is set as 500mm, length is set as 5mm.
Preferably, the maintenance goal post of the setting of the workspace upstream and downstream is at least provided with two layers, each layer is all provided with
Goal post is overhauled there are two setting, and the main switch dam built in two maintenance goal posts and workspace is to be arranged in parallel.
Preferably, the maintenance goal post is set as entity structure, and the two sidewalls of each maintenance goal post are provided with
Corresponding gate slot.
Preferably, the bulkhead gate is set as frame plane formula structure, and the bulkhead gate 5 is set
It is set to wooden or steel sheet or fashioned iron or aluminium alloy is made.
The utility model has the advantages that the utility model compared with prior art, has the advantage that in the utility model before river
Several regions can be divided into river to install dismountable bulkhead gate by setting maintenance goal post afterwards, without in project installation
Entire river is throttled in the process, can significantly save engineering, and can region carry out project installation, can effective benefit
With the river overcurrent of non-active area, and working region can be effectively protected in heavy rain or flood；Solves steel dam/liquid
Difficulty of the dam in later maintenance and maintenance is pressed, the danger and cost of former underwater husbandry is reduced, can not will much repair originally
Item optimization at maintainable project；And the bulkhead gate simple structure in the present apparatus, it is light-weight, it is easy to operate, it saves
Cost.
Detailed description of the invention
Fig. 1 is the utility model structure chart；
Fig. 2 is the concrete structure diagram of bulkhead gate in the utility model.
Specific embodiment
In the following with reference to the drawings and specific embodiments, the utility model is furtherd elucidate, the present embodiment is with the utility model
Implemented under premised on technical solution, it should be understood that these embodiments are merely to illustrate the utility model rather than limit this reality
With novel range.
As depicted in figs. 1 and 2, a kind of large-scale river sill may bulkhead gate, including the earth bank 1 that two sides have been built, the earth bank 1
Inside it is provided with the workspace 2 for building main switch dam；And maintenance goal post 3 is then respectively arranged at two outside upstream and downstream of workspace 2,
And it is also provided with corresponding gate slot 4 at the two sides of the maintenance goal post 3 and the inner sidewall of two sides earth bank 1, and opposite
Sealed bulkhead gate 5 is then fitted in the gate slot 4 answered from top to down；And the bulkhead gate 5 is at least stacked with two layers,
Each bulkhead gate 5 includes bulkhead gate frame 51, the bulkhead gate panel 52 and ring being mounted in bulkhead gate frame 51
It is wound on the bulkhead gate water stop rubber 53 of 51 outer layer of bulkhead gate frame；The gate flap height of each bulkhead gate 5 is set as
500mm, length are set as 5mm.
The maintenance goal post 3 of the setting of 2 upstream and downstream of workspace is at least provided with two layers, there are two each layer is respectively provided with
Goal post 3 is overhauled, and the main switch dam built in two maintenance goal posts 3 and workspace 2 is to be arranged in parallel；The maintenance goal post 3 is set
It is set to entity structure, and the two sidewalls of each maintenance goal post 3 are provided with corresponding gate slot 4；The maintenance lock
Door 5 is set as frame plane formula structure, and the bulkhead gate 5 is set as wooden or steel sheet or fashioned iron or aluminium alloy
It is made.
The utility model is to determine that setting bulkhead gate, the maintenance lock before and after steel dam/hydraulic dam at design initial stage
Door is Die beam type gate flap, and gate flap height is set as 500mm or so, and length is also configured as 5m or so, and material can be selected according to circumstances,
Can be selected it is wooden, steel sheet and the materials such as fashioned iron or aluminium alloy, light and handy two people of weight also can be selected can bear away.
River is divided into several regions when design, there are 2~3 layers of maintenance door before and after each region main shutter.When civil engineering work
Bulkhead gate can be loaded by finishing into.Or the bulkhead gate in several regions is only filled, other regions can be as open river
Water is crossed when heavy rain or flood, improving discharge capacity prevents working region from being flooded.When the Practical Completion in the working region of part can
Bulkhead gate dismounting is attached to other working region to start to work.
When service work, the bulkhead gate before and after steel dam/hydraulic dam can be installed, river and service area are separated,
Then the ponding in working region is taken out with water pump start service work.
Installing dismountable bulkhead gate by setting maintenance goal post before and after river in the utility model can be
River is divided into several regions, it is not necessary that entire river throttles during project installation, can significantly save engineering, and
Can region carry out project installation, can effectively utilize the river overcurrent of non-active area, and the energy in heavy rain or flood
Working region is effectively protected；It solves difficulty of the steel dam/hydraulic dam in later maintenance and maintenance, reduces former underwater husbandry
Danger and cost, by the item optimization that can not much repair originally at maintainable project；And the maintenance lock in the present apparatus
Door is simple, light-weight, easy to operate, save the cost.
Above-mentioned specific embodiment is a preferred embodiment of the utility model, is not practical new for limiting this
The implementation of type and scope of the claims, it is all made according to content described in present utility model application scope of patent protection it is equivalent
Variation and modification, should be included in the utility model patent application range.
Claims (4)
1. a kind of large size river sill may bulkhead gate, it is characterised in that: the earth bank (1) built including two sides, the earth bank (1) are interior
It is provided with the workspace (2) for building main switch dam；And maintenance goal post is then respectively arranged at the two outside upstream and downstream of workspace (2)
(3), and at the inner sidewall of the two sides of maintenance goal post (3) and two sides earth bank (1) also it is provided with corresponding gate slot
(4), it is then fitted with sealed bulkhead gate (5) from top to down in corresponding gate slot (4)；And the bulkhead gate
(5) it is at least stacked with two layers, each bulkhead gate (5) includes bulkhead gate frame (51), is mounted on bulkhead gate frame (51)
Interior bulkhead gate panel (52) and the bulkhead gate water stop rubber (53) for being looped around bulkhead gate frame (51) outer layer；It is each
The gate flap height of bulkhead gate (5) is set as 500mm, and length is set as 5mm.
2. a kind of large-scale river sill may bulkhead gate according to claim 1, it is characterised in that: the workspace (2)
At least provided with two layers, each layer is respectively provided with there are two overhauling goal post (3) the maintenance goal post (3) of the setting of upstream and downstream, and two
The main switch dam built in maintenance goal post (3) and workspace (2) is to be arranged in parallel.
3. a kind of large-scale river sill may bulkhead gate according to claim 2, it is characterised in that: the maintenance goal post
(3) it is set as entity structure, and the two sidewalls of each maintenance goal post (3) are provided with corresponding gate slot (4).
4. a kind of large-scale river sill may bulkhead gate according to claim 1, it is characterised in that: the maintenance
Gate (5) is set as frame plane formula structure, and the bulkhead gate (5) is set as wooden or steel sheet or fashioned iron or aluminium
Alloy is made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820922416.2U CN208633067U (en) | 2018-06-14 | 2018-06-14 | A kind of large size river sill may bulkhead gate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820922416.2U CN208633067U (en) | 2018-06-14 | 2018-06-14 | A kind of large size river sill may bulkhead gate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208633067U true CN208633067U (en) | 2019-03-22 |
Family
ID=65733834
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820922416.2U Active CN208633067U (en) | 2018-06-14 | 2018-06-14 | A kind of large size river sill may bulkhead gate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208633067U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547265A (en) * | 2018-06-14 | 2018-09-18 | 高邮市恒立液压成套设备有限公司 | A kind of large size river sill may bulkhead gate |
-
2018
- 2018-06-14 CN CN201820922416.2U patent/CN208633067U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547265A (en) * | 2018-06-14 | 2018-09-18 | 高邮市恒立液压成套设备有限公司 | A kind of large size river sill may bulkhead gate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2021228189A1 (en) | Reusable post-cast strip support replacement force transfer device and construction method therefor | |
| CN110158988A (en) | A kind of building protection steel structure support and its quick method for dismounting | |
| CN208633067U (en) | A kind of large size river sill may bulkhead gate | |
| CN106499199A (en) | Close on the interim support replacement of subway ultra-deep foundation pit mid-board and its construction method | |
| CN104790435A (en) | Post-subsidence pouring belt advancing waterstop impermeable concrete structure and construction technology thereof | |
| CN107326928A (en) | A kind of part is related to the construction method in the deeper subsurface garage of basement | |
| CN110409378A (en) | Repair method of not cutting off the water for large channel | |
| CN113882322A (en) | Intelligent water stopping method for repairing underwater concrete damaged dry chamber | |
| CN108755702B (en) | Soft soil foundation pit reinforcing treatment method with higher underground water level | |
| CN109441110A (en) | A kind of basement shear wall post-cast strip precast outer die construction method | |
| CN108487847B (en) | Lifting gate with telescopic upright post | |
| CN107489284A (en) | Basement locally increases the construction method in deeper subsurface garage newly | |
| CN113638377B (en) | Enclosure assembly type dry land repairing method for underwater concrete damage | |
| CN108547265A (en) | A kind of large size river sill may bulkhead gate | |
| CN215977119U (en) | Damaged dry chamber cabin of concrete under water restores intelligent stagnant water and equips | |
| CN110820753A (en) | Hydraulic engineering construction excavation anti-collapse device | |
| CN108316260A (en) | Plugging structure for diversion tunnel based on karst landform and method | |
| CN102587938A (en) | Water seepage and leakage preventability collection system for tunnel and construction method of system | |
| CN208235587U (en) | A kind of large-span deep foundation pit underground power house rack assembling construction platform | |
| CN206267103U (en) | The protection device of Face Rockfill Dam Copper water stop | |
| CN105756067B (en) | A kind of method of horizontal temporary support support replacement in deep basal pit | |
| CN105804087A (en) | Installation method for steel structure below large deep foundation pit supporting beam | |
| CN211257067U (en) | Cast-in-place utility tunnel formwork system in many cabins of big section | |
| CN106480896A (en) | Open caisson preliminary sedimentation method when large-scale well-sinking sinks | |
| CN213742438U (en) | Movable protective cover plate for blasting deep and large foundation pit of subway station in building dense area |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |