CN207878385U - A kind of shore protection - Google Patents
A kind of shore protection Download PDFInfo
- Publication number
- CN207878385U CN207878385U CN201721414344.2U CN201721414344U CN207878385U CN 207878385 U CN207878385 U CN 207878385U CN 201721414344 U CN201721414344 U CN 201721414344U CN 207878385 U CN207878385 U CN 207878385U
- Authority
- CN
- China
- Prior art keywords
- pile
- pile cover
- steel
- pile foundation
- cover
- 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
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of shore protections, pile cover is arranged in the top of pile foundation, pile foundation is connected with pile cover by connector, cross bolts and longitudinal steel bushing are embedded in the pile cover, the connector includes a T-type prefabricated steel, the T-type prefabricated steel is located at the land side of pile foundation, its backwater side wing edge is arranged in horizontal direction, it is matched with pile cover, its web is arranged in vertical direction, it is matched with pile foundation, the backwater side wing edge trepanning of the T-type prefabricated steel, it is connected with the longitudinal steel bushing being embedded in pile cover by longitudinal bolt, the web holes of the T-type prefabricated steel, pre-buried cross bolts are connected across pile foundation with the T-type prefabricated steel web holes in the pile cover.The shore protection of the utility model has short construction period, speed fast, and construction site requires low, is influenced on surrounding enviroment small, and noise, airborne dust problem are few, it is small by seasonal effect the advantages that, also help the construction of modularization flat moulded prefabricatedization.
Description
Technical field
The utility model is related to a kind of shore protections.
Background technology
Bank protection structure is substantially based on traditional monolithic reinforced concrete structure at this stage, although design theory is ripe, applies
Work is experienced, but there are still many deficiencies, are mainly reflected in monolithic reinforced concrete structure long construction period, speed of application
Slowly, it is influenced by season and weather big；Construction site requires height, is influenced on surrounding enviroment big；Noise, airborne dust outstanding problem, no
Conducive to environmental protection；High aspect is required to labour.It is applicable at this stage, economic, safe, green fabricated construction enters hair
The fast traffic lane of exhibition, the demand for development of the utility model active response modernization, designs a kind of assembled shore protection.
Utility model content
The technical problems to be solved in the utility model is to design a kind of fabricated shore protection, and the duration is reduced with this, is reduced
Difficulty of construction and construction requirement, and reduce the influence to ambient enviroment.
In order to solve the above technical problems, the utility model uses following technical proposals：A kind of shore protection, the shore protection include stake
Pile cover is arranged in the top of base, the pile foundation, it is characterised in that pile foundation is connected with pile cover by connector, is embedded in the pile cover
Cross bolts and longitudinal steel bushing, connector are connect by longitudinal bolt with longitudinal steel bushing, the cross bolts connection
The pile foundation and connector.
Further, the connector includes a T-type prefabricated steel, and the T-type prefabricated steel is located at the land side of pile foundation,
Its edge of a wing is arranged in horizontal direction, is matched with pile cover, and web is arranged in vertical direction, is matched with pile foundation, the T-type is prefabricated
The backwater side wing edge trepanning of steel plate is connected by longitudinal bolt with the longitudinal steel bushing being embedded in pile cover, and the T-type is prefabricated
The web holes of steel plate, pre-buried cross bolts are connected across pile foundation with the T-type prefabricated steel web holes in the pile cover.
Further, pile cover upper surface connects with mud upper thread after wall.
Further, two longitudinal steel bushings are set within the scope of each pile cover, described two longitudinal direction steel bushing centers and pre-
Steel plate edge of a wing trepanning center alignment processed, pre-buried cross bolts center and the alignment of prefabricated steel web holes center.
Preferably, using plain concrete backfill to enhance globality and stabilization between the two between bolt and steel bushing
Property.
Preferably, pile cover both ends setting groove and tenon, tenon and groove match, can effectively improve pile cover connection effect
Fruit.
Preferably, pile cover can specially design straightway, broken line, arc section, starting point according to the flatness of place water front
The pile cover of section, channel steel can be bent according to the flatness of water front, and practical ranges are wider.
Preferably, after the completion of engineering pile foundation is constructed, measure the pile foundation stake top absolute altitude constructed, according to determining absolute altitude with
Ensure that precast concrete structure top mark height is unanimously principle, the absolute altitude of each section of prefabricated steel is conversed, to solve pile foundation construction
Deviation in terms of upper height.
Preferably, the validity of prefabricated section pore-forming is ensured by prefabricated steel sleeve when concrete precast block is prefabricated, and at
Bore dia is more than the diameter of bolt, to adjust the deviation of horizontal aspect on pile foundation construction.
The positive effect of the utility model is：
1, the pile cover of the utility model is prefabricated components, reduces cast-in-situ steel reinforced concrete Jie Ju long construction periods, construction
Speed is slow, is influenced the problems such as big by season and weather, shortens construction period.
2, the utility model quick construction is convenient, and the influence to surrounding enviroment is smaller, and noise is small, and airborne dust problem is small, favorably
In environmental protection.
3, flood control water blocking task may be implemented in the bank protection structure monolithic stability of the utility model.
Description of the drawings
Fig. 1 is the utility model coupling part schematic diagram.
Fig. 2 is the utility model pile cover schematic shapes.
Figure includes：Mud upper thread 5, longitudinal bolt 6, element are mixed before pile cover 1, pile foundation 2, longitudinal steel sleeve 3, cross bolts 4, wall
Mud upper thread 8, prefabricated steel 9, backwater side wing edge 91, web 92, concrete prefabricated element 10 after solidifying earthen backfill 7, wall.
Specific implementation mode
A preferred embodiment is named, and completely illustrates the utility model in conjunction with attached drawing to become apparent from.
As shown in Figure 1, a kind of shore protection comprising pile cover 1, pile foundation 2 and several connectors, the pile foundation 2 are located at the stake
The lower section of cap 1, pile foundation 2 are connected with pile cover 1 by connector, and a pile cover includes that a concrete prefabricated element 10, two is vertical
To steel sleeve 3 and a pre-buried cross bolts 4, connector includes prefabricated steel 9 and longitudinal bolt 6.Prefabricated steel 9 is located at pile foundation
2 land side, and each pile cover range endosternum 92 opens a hole, backwater side wing edge 91 open two holes, within the scope of each pile cover
Two longitudinal steel bushings 3 center and the prefabricated steel edge of a wing 91 the alignment of trepanning center, the center of pre-buried cross bolts 4 and pre-
The trepanning center of steel plate web 92 processed is aligned, the pre-buried cross bolts 4 and pile foundation 2 that prefabricated steel 9 passes through concrete prefabricated element
It is connected, is connected by two longitudinal bolts 6 and pile cover 1,1 upper surface of pile cover connects with mud upper thread 8 after wall.
As shown, the section of the pile cover 1 is T section, 1 web of the pile cover is horizontally arranged, is located at pile foundation
Top, and extend to pile foundation land side, pre-buried side by side on web there are two longitudinal steel sleeve 3, the edges of a wing of 1 lower section of the pile cover
The pre-buried cross bolts in the side near water of pile foundation, the 1 lower section edge of a wing of the pile cover, the length that the cross bolts expose pile cover are answered
More than the sum of pile foundation width and prefabricated steel web thickness.The surface on the top edge of a wing of pile cover 1 connects with mud upper thread 8 after wall.
The height of pile cover 1 is 1000mm, width 1000mm, long 1360mm, and pile foundation uses the form of steel sheet pile, actually answers
Used time, the length and spacing of pile foundation are integrated by checking calculations such as pile cover monolithic stability, bearing capacity of pile foundation to be determined, the ruler of prefabricated steel
It is very little determines according to actual conditions.
Under normal conditions, it before construction, needs to carry out planning and designing to the shore protection and riverbed on riverbank.The planning mud face in riverbed
Line, that is, the upper space in riverbed that is marked on drawing when planning and designing, also known as plan riverbed mud upper thread.It is also required to wall
Mud upper thread afterwards carries out planning and designing, to meet requirement of setting up defences.
The material of pile cover is the armored concrete that strength grade is C30, and bolt uses M20 bolts, in this manner it is ensured that knot
The intensity of structure.
In practical applications, according to actual place condition, since limitation conventional bank protection structure pattern in place is difficult to carry out,
It is considered as selecting the shore protection of the utility model.In addition, non-narrow shore can also apply the bank protection structure pattern that the design provides.Root
According to site condition, suitable pile foundation length is determined, and then determine other structures size, it is multiple finally to carry out safety to the design structure
Core is to ensure the safety of structure.And in practical applications, two level barricade need to be designed according to actual conditions, to meet requirement of setting up defences.
The shore protection of the utility model has the following advantages：
1, the pile cover of the utility model is prefabricated components, reduces cast-in-situ steel reinforced concrete Jie Ju long construction periods, construction
Speed is slow, is influenced the problems such as big by season and weather, shortens construction period.
2, the utility model quick construction is convenient, and the influence to surrounding enviroment is smaller, and noise is small, and airborne dust problem is small, favorably
In environmental protection.
3, flood control water blocking task may be implemented in the bank protection structure monolithic stability of the utility model.
In the description of the present invention, it should be understood that term "upper", "lower", "front", "rear", "left", "right",
The orientation or positional relationship of the instructions such as " vertical ", " transverse direction ", "top", "bottom", "inner", "outside" be orientation based on ... shown in the drawings or
Position relationship is merely for convenience of describing the present invention and simplifying the description, and does not indicate or imply the indicated device or member
Part must have a particular orientation, with specific azimuth configuration and operation, therefore should not be understood as limiting the present invention.
Although the foregoing describe specific embodiment of the present utility model, it will be appreciated by those of skill in the art that
This is merely illustrative of, and the scope of protection of the utility model is defined by the appended claims.Those skilled in the art
Under the premise of without departing substantially from the principles of the present invention and essence, many changes and modifications may be made,
But these change and modification each fall within the scope of protection of the utility model.
Claims (7)
1. a kind of shore protection, the shore protection includes pile foundation, and pile cover is arranged in the top of the pile foundation, it is characterised in that pile foundation and pile cover are logical
It crosses connector to be connected, cross bolts and longitudinal steel bushing is embedded in the pile cover, connector is indulged by longitudinal bolt with described
It is connected to steel bushing, the cross bolts connect the pile foundation and connector.
2. shore protection as described in claim 1, which is characterized in that the connector includes a T-type prefabricated steel, and the T-type is pre-
Steel plate processed is located at the land side of pile foundation, and the edge of a wing is arranged in horizontal direction, is matched with pile cover, and web is arranged in vertical direction,
It is matched with pile foundation, the backwater side wing edge trepanning of the T-type prefabricated steel, passes through longitudinal bolt and the longitudinal direction being embedded in pile cover
Steel bushing is connected, the web holes of the T-type prefabricated steel, in the pile cover pre-buried cross bolts pass through pile foundation with it is described
T-type prefabricated steel web holes are connected.
3. shore protection as described in claim 1, which is characterized in that the longitudinal steel bushing of setting two within the scope of each pile cover, it is described
Two longitudinal steel bushing centers and the alignment of prefabricated steel edge of a wing trepanning center, pre-buried cross bolts center and prefabricated steel web are opened
Hole center is aligned.
4. shore protection as described in claim 1, which is characterized in that pile cover upper surface connects with mud upper thread after wall.
5. shore protection as described in claim 1, which is characterized in that carried out using plain concrete between its bolt and longitudinal steel bushing
Backfill.
6. shore protection as described in claim 1, which is characterized in that groove and tenon, tenon and groove phase is arranged in its pile cover both ends
Matching, can effectively improve pile cover connection effect.
7. shore protection as described in claim 1, which is characterized in that according to the flatness of place water front, the pile cover is designed as
Straightway pile cover, broken line pile cover, arc section pile cover and starting point section pile cover, prefabricated steel are carried out according to the flatness of water front
Bending.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721414344.2U CN207878385U (en) | 2017-10-30 | 2017-10-30 | A kind of shore protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721414344.2U CN207878385U (en) | 2017-10-30 | 2017-10-30 | A kind of shore protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207878385U true CN207878385U (en) | 2018-09-18 |
Family
ID=63499615
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721414344.2U Active CN207878385U (en) | 2017-10-30 | 2017-10-30 | A kind of shore protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207878385U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108018826A (en) * | 2017-10-30 | 2018-05-11 | 上海市政工程设计研究总院（集团）有限公司 | A kind of construction method of shore protection |
| CN109322276A (en) * | 2018-10-29 | 2019-02-12 | 上海市政工程设计研究总院（集团）有限公司 | A kind of combined type shore protection |
-
2017
- 2017-10-30 CN CN201721414344.2U patent/CN207878385U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108018826A (en) * | 2017-10-30 | 2018-05-11 | 上海市政工程设计研究总院（集团）有限公司 | A kind of construction method of shore protection |
| CN109322276A (en) * | 2018-10-29 | 2019-02-12 | 上海市政工程设计研究总院（集团）有限公司 | A kind of combined type shore protection |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204282199U (en) | Pile-column concrete hollow pile bridge pier structure | |
| CN207878385U (en) | A kind of shore protection | |
| CN104963313B (en) | I-shaped semi-vertical linkage protection slope building block with open holes | |
| CN203559411U (en) | H-shaped support pile connecting structure | |
| CN108612122B (en) | Ultra-large plane-size open caisson foundation structure and construction method thereof | |
| CN208055978U (en) | A kind of pile foundation assembled shore protection | |
| CN206035045U (en) | Prefabricated assembled underground granary of endocyst plastics | |
| CN205116095U (en) | Chain concrete slab piece | |
| CN108018825A (en) | A kind of shore protection | |
| CN207727509U (en) | A kind of assembled shore protection | |
| CN207919573U (en) | A kind of sheet-pile cofferdam structure suitable for soft soil foundation | |
| CN207904868U (en) | A kind of illiciumverum Chained slope protection building block | |
| CN205475088U (en) | Dykes and dams bank protection structure for hydraulic engineering | |
| CN108018826A (en) | A kind of construction method of shore protection | |
| CN208309513U (en) | A kind of assembled shore protection suitable for complicated water front | |
| CN200996149Y (en) | Irrigation-engineering structural component | |
| CN107881983A (en) | A kind of assembled shore protection and its construction method | |
| CN203546713U (en) | H-type support pile connecting structure | |
| CN208933916U (en) | A kind of H-type slope protection block | |
| CN207553116U (en) | A kind of greening friction pile of stake top rescinded angle | |
| CN108166441A (en) | A kind of pile foundation assembled shore protection | |
| CN207211076U (en) | A kind of slope protection block and ecological interlock type antiscour ecological revetment | |
| CN206245321U (en) | Cut slope composite supporting construction | |
| CN214883835U (en) | Retaining wall structure | |
| CN206034482U (en) | Circular prefabricated assembled underground granary of interior steel plated |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |