CN208055978U - A kind of pile foundation assembled shore protection - Google Patents
A kind of pile foundation assembled shore protection Download PDFInfo
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- CN208055978U CN208055978U CN201721782876.1U CN201721782876U CN208055978U CN 208055978 U CN208055978 U CN 208055978U CN 201721782876 U CN201721782876 U CN 201721782876U CN 208055978 U CN208055978 U CN 208055978U
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- pile foundation
- pile
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- channel steel
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Abstract
The utility model discloses a kind of pile foundation assembled shore protection, the shore protection includes pile foundation, pile cover and connector, pile cover is arranged above the pile foundation, it is characterised in that pile foundation is connected with pile cover by connector.Longitudinal steel bushing is embedded in the pile cover, the connector includes two channel steels for being separately positioned on pile foundation both sides, the upper lower flange of channel steel is arranged at horizontal direction, it is matched with pile cover, web is matched at being vertically disposed with pile foundation, the top flange trepanning of the channel steel, it is connected with the longitudinal steel bushing being embedded in pile cover by longitudinal bolt, the web holes of the channel steel are connected by cross bolts with pile foundation.The both sides of the pile foundation are respectively welded angle steel, and the bottom wing listrium of the channel steel props up on corresponding angle steel.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 pile foundation assembled 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 adheres to green, economic, safety idea of development, designs a kind of pile foundation
Assembled shore protection effectively reduces the construction period, reduces the influence to ambient enviroment, while engineering construction site requirements is low, favorably
Modularization flat moulded prefabricatedization is constructed.
The utility model is to realize above-mentioned technical problem by following technical proposals：A kind of pile foundation assembled shore protection, packet
Pile foundation, pile cover are included, pile foundation is connected with pile cover by connector, it is characterised in that longitudinal steel bushing, institute are embedded in the pile cover
It includes two channel steels for being separately positioned on pile foundation both sides to state connector, and the upper lower flange of channel steel is arranged at horizontal direction, with pile cover phase
Cooperation, web matches at being vertically disposed with pile foundation, the top flange trepanning of the channel steel, by longitudinal bolt be embedded in
Longitudinal steel bushing in pile cover is connected, the web holes of the channel steel, is connected with pile foundation by cross bolts.The pile foundation
Both sides be respectively welded angle steel, the bottom wing listrium of the channel steel props up on corresponding angle steel.
Further, the channel steel sets up meet water side and the land side in pile foundation, each pile cover length model of the side channel steel that meets water separately
The holes interior edge of a wing Kai Liangge are enclosed, a hole is opened in each pile cover length range in the land side channel steel edge of a wing, three steel are set in each pile cover
Casing, the center of three steel sleeves and the alignment of channel steel edge of a wing trepanning center, each steel bushing are connected by a longitudinal bolt
Access slot steel.
Preferably, used between longitudinal bolt and steel bushing plain concrete backfill with enhance globality between the two and surely
It is qualitative.
Preferably, being provided with waterstop sealing circle in side near water, between cross bolts and channel steel, leakproofness can be enhanced.
Preferably, pile cover both ends setting groove and tenon, tenon and groove match, can effectively improve pile cover connection effect
Fruit.
Preferably, the both sides of the pile foundation are respectively welded angle steel, the bottom wing listrium of the channel steel is propped up in corresponding angle steel
On.It is used as the supporting point of channel steel construction by welding angle steel, the difficulty of channel steel construction and bolt construction can be reduced.
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, 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 channel steel top mark height is unanimously principle, converses the absolute altitude of each section of angle steel, it is inclined in terms of height on pile foundation construction to solve
Difference.
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 monolithic reinforced concrete structure long construction period, 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.
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 and pile foundation 2 and several connectors, pile foundation 2 are located at pile cover 1
Lower section, there are three steel bushings 4, pile foundation 2 to be connected by several connectors with pile cover 1 in pile cover 1, and connector includes angle steel 6, channel steel
8, vertical bolt 3 and cross bolts 10.Angle steel 6 is welded on the both sides of pile foundation 2, and channel steel 8 is arranged in the both sides of pile foundation 2 and props up at angle
On steel 6, channel steel 8 is connected with pile foundation 2 by cross bolts 10.It is connected by vertical bolt 3 between pile cover 1 and channel steel 8, steel bushing
It is backfilled using plain concrete 5 between cylinder 4 and 3 bolt of component, in side near water, is provided between cross bolts 10 and channel steel 8
Waterstop sealing circle 7,1 upper surface of pile cover are overlapped with the mud upper thread 9 for side of pulling in shore.
As shown in Figure 1, 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 three longitudinal steel sleeve 3, the edges of a wing of 1 lower section of the pile cover
Positioned at the side near water of pile foundation.
The height of pile cover 1 is 1200mm, width 1150mm, and pile foundation uses the form of steel sheet pile, when practical application, pile foundation
Length and spacing by the checking calculations such as pile cover monolithic stability, bearing capacity of pile foundation integrate determine.
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 leaning on
The mud upper thread of bank side 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.In this way, can make pile cover that there is good intensity.
Bolt uses M20 bolts, channel steel that 30b channel steels, angle steel is used to use 8# angle steel, can meet structural strength in this way.
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, determine suitable pile foundation length, and then determine other sizes, finally to the design structure carry out safety review with
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 monolithic reinforced concrete structure long construction period, 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 pile foundation assembled shore protection, including pile foundation, pile cover and connector, pile foundation are connected with pile cover by connector, special
It levies and is to be embedded with longitudinal steel bushing in the pile cover, the connector includes two channel steels for being separately positioned on pile foundation both sides,
The upper lower flange of channel steel is arranged at horizontal direction, is matched with pile cover, and web is matched at being vertically disposed with pile foundation, the slot
The top flange trepanning of steel is connected by longitudinal bolt with the longitudinal steel bushing being embedded in pile cover, and the web of the channel steel is opened
Hole is connected by cross bolts with pile foundation.
2. pile foundation assembled shore protection as described in claim 1, which is characterized in that the channel steel set up separately pile foundation meet water side and
Land side, the edge of a wing holes Kai Liangge in each pile cover length range of the side channel steel that meets water, each pile cover length model in the land side channel steel edge of a wing
A hole is opened in enclosing, three steel sleeves, the center and channel steel edge of a wing trepanning center pair of three steel sleeves are set in each pile cover
Together, each steel bushing connects channel steel by a longitudinal bolt.
3. pile foundation assembled shore protection as described in claim 1, which is characterized in that the both sides of pile foundation are respectively welded angle steel, institute
The bottom wing listrium branch of channel steel is stated on corresponding angle steel.
4. pile foundation assembled shore protection as described in claim 1, which is characterized in that mixed using element between longitudinal bolt and steel bushing
Solidifying soil is backfilled.
5. pile foundation assembled shore protection as described in claim 1, which is characterized in that groove and tenon is arranged in pile cover both ends, to increase
Connection between strong pile cover.
6. pile foundation assembled shore protection as described in claim 1, which is characterized in that between the side that meets water, cross bolts and channel steel
Waterstop sealing circle is set and reinforces waterproof effect.
7. pile foundation assembled shore protection as described in claim 1, which is characterized in that pile cover upper surface connects with mud upper thread after wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721782876.1U CN208055978U (en) | 2017-12-19 | 2017-12-19 | A kind of pile foundation assembled shore protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721782876.1U CN208055978U (en) | 2017-12-19 | 2017-12-19 | A kind of pile foundation assembled shore protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208055978U true CN208055978U (en) | 2018-11-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721782876.1U Active CN208055978U (en) | 2017-12-19 | 2017-12-19 | A kind of pile foundation assembled shore protection |
Country Status (1)
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| CN (1) | CN208055978U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166441A (en) * | 2017-12-19 | 2018-06-15 | 上海市政工程设计研究总院（集团）有限公司 | A kind of pile foundation assembled shore protection |
-
2017
- 2017-12-19 CN CN201721782876.1U patent/CN208055978U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166441A (en) * | 2017-12-19 | 2018-06-15 | 上海市政工程设计研究总院（集团）有限公司 | A kind of pile foundation assembled shore protection |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200624 Address after: 200092 Shanghai, Zhongshan, North Road, No. two, No. 901, No. Co-patentee after: Shanghai stile Intelligent Technology Co., Ltd Patentee after: SHANGHAI MUNICIPAL ENGINEERING DESIGN INSTITUTE (GROUP) Co.,Ltd. Address before: 200092 Shanghai, Zhongshan, North Road, No. two, No. 901, No. Co-patentee before: SHANGHAI STEEL INDUSTRIAL Co.,Ltd. Patentee before: SHANGHAI MUNICIPAL ENGINEERING DESIGN INSTITUTE (GROUP) Co.,Ltd. |