CN207727509U - A kind of assembled shore protection - Google Patents

A kind of assembled shore protection Download PDF

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Publication number
CN207727509U
CN207727509U CN201721414345.7U CN201721414345U CN207727509U CN 207727509 U CN207727509 U CN 207727509U CN 201721414345 U CN201721414345 U CN 201721414345U CN 207727509 U CN207727509 U CN 207727509U
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China
Prior art keywords
pile
pile cover
shore protection
pile foundation
cover
Prior art date
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Application number
CN201721414345.7U
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Chinese (zh)
Inventor
邬显晨
俞林华
叶茂盛
李剑
石永超
施玉青
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai stile Intelligent Technology Co., Ltd
Shanghai Municipal Engineering Design Insitute Group Co Ltd
Original Assignee
Shanghai Sfer Industry Co Ltd
Shanghai Municipal Engineering Design Insitute Group Co Ltd
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Application filed by Shanghai Sfer Industry Co Ltd, Shanghai Municipal Engineering Design Insitute Group Co Ltd filed Critical Shanghai Sfer Industry Co Ltd
Priority to CN201721414345.7U priority Critical patent/CN207727509U/en
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Publication of CN207727509U publication Critical patent/CN207727509U/en
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Abstract

The utility model discloses a kind of assembled shore protections, it is characterised in that the assembled shore protection includes pile foundation, and the pile foundation is located at the bottom of assembled shore protection;Pile cover, the pile cover are located at the top of pile foundation, and the pile cover includes a concrete prefabricated element, and a steel bushing is embedded in the concrete prefabricated element;Connector, the connector is for connecting pile foundation and pile cover, the connector includes a channel steel fastener, the channel steel fastener notch direction is buckled in downwards at the top of pile foundation, it is connected by cross bolts between channel steel fastener and pile foundation, channel steel fastener is equipped with the bolt hole coordinated with the pile cover steel bushing, longitudinal bolt is arranged in bolt hole, to link slot steel fastener and 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 there is the construction of advantageous modularization flat moulded prefabricatedization.

Description

A kind of assembled shore protection
Technical field
Small assembled shore protection is influenced the utility model is related to a kind of fast environment of speed of application.
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 It is small to design a kind of fast environment influence of speed of application for the fast traffic lane of exhibition, the demand for development of the utility model active response modernization Assembled shore protection.
Utility model content
The main purpose of the utility model is to adhere to green, economic, safety idea of development, designs a kind of speed of application Fast environment influences small assembled shore protection, solves current monolithic reinforced concrete structure low construction efficiency, environment influences big etc. ask Topic, while engineering construction site requirements is low, advantageous modularization flat moulded prefabricatedization construction.
The utility model is to realize above-mentioned technical problem by following technical proposals:A kind of assembled shore protection, feature It is that the assembled shore protection includes
Pile foundation, the pile foundation are located at the bottom of assembled shore protection;
Pile cover, the pile cover are located at the top of pile foundation, and the pile cover includes a concrete prefabricated element, and the concrete is pre- A steel bushing is embedded in component processed;
Connector, the connector include a channel steel fastener, the channel steel for connecting pile foundation and pile cover, the connector Fastener notch direction is buckled in downwards at the top of pile foundation, is connected by cross bolts between channel steel fastener and pile foundation, is set on channel steel fastener There is the bolt hole coordinated with the pile cover steel bushing, longitudinal bolt is set in bolt hole, to link slot steel fastener and pile cover.
Preferably, channel steel fastener is buckled at the top of pile foundation, it is ensured that the flatness of pile cover construction effectively solves high on pile foundation construction Deviation in terms of degree.
Preferably, the concrete prefabricated element includes a U-shaped part, the U-shaped part recess is downward, and at the top of the U-shaped part Side is equipped with a lug boss near water, and the top of the lug boss connects with mud upper thread.
Preferably, the validity of prefabricated section pore-forming is ensured when pile cover is prefabricated by prefabricated steel bushing, steel bushing drilling diameter More than longitudinal bolt diameter, the width of channel steel fastener is more than the width of pile foundation, and the lower ending opening width of pile cover is more than channel steel fastener Width, to adjust on pile foundation construction the deviation of horizontal aspect.
Preferably, between longitudinal bolt and steel bushing using plain concrete backfill, with enhance globality between the two and Stability.
Preferably, pile cover both ends setting groove and tenon, the groove and tenon of adjacent pile cover match, can effectively improve Pile cover connection effect.
Preferably, the strength grade of pile cover concrete prefabricated element is not less than C30.
Preferably, pile cover is designed to broken line pile cover, arc section pile cover or starting point according to the flatness of place water front Section pile cover, channel steel can be bent according to the flatness of water front, and practical ranges are wider.
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 section figure.
Fig. 2 is the pile cover vertical view of the utility model.
Figure includes:
Pile foundation 1, concrete prefabricated element 2, steel bushing 3, channel steel fastener 4, cross bolts 5, longitudinal bolt 6, mud upper thread 7.
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 assembled shore protection comprising pile foundation 1, pile cover and connector, pile foundation 1 are located under pile cover 2 Side, pile foundation 1 are connected with pile cover by connector, and pile cover includes a concrete prefabricated element 2, and is embedded in concrete prefabricated A steel bushing 3 in component, connector include channel steel fastener 4 and cross bolts 5 and longitudinal bolt 6, and channel steel fastener 4 is buckled in stake 1 top of base is simultaneously adjacent by cross bolts 5, opens a hole in 4 each pile cover length range of channel steel fastener and in each pile cover 3 center of steel bushing is aligned, and passes through 6 link slot steel fastener 4 of longitudinal bolt and pile cover.
As shown, the concrete prefabricated element includes a U-shaped part, the U-shaped part recess is downward, and the U-shaped part top Side is equipped with a lug boss near water in portion, and the top of the lug boss connects with mud upper thread 7.It is located at the U-shaped part at the top of pile foundation to be open It is interior.The lug boss main purpose is for earth-retaining.Side of pulling in shore at the top of the U-shaped part is located at shore protection and pulls in shore the underground of side. In this way, the structure of flood-control wall can be made more to stablize.
The channel steel fastener 4 includes two side wing edges and the web at the top of two side wing edges, is formed between two side wing edges Downwardly open, the channel steel fastener 4 is buckled at the top of pile foundation so that it is located at the downwardly open interior of the channel steel fastener 4 at the top of pile foundation, Pile foundation upper end is equipped with a cross bolts hole, and cross bolts 5 pass through the cross bolts of two side wing edges and pile foundation upper end of channel steel fastener 4 Hole, to realize the connection between channel steel fastener and pile foundation.Longitudinal bolt hole is equipped in the middle part of the web of the channel steel fastener 4, it is longitudinal Bolt 6 passes through the steel bushing 3 in the longitudinal bolt hole and pile cover, to realize the connection between pile cover and channel steel fastener, so far Complete the connection between pile cover and pile foundation.
Pile foundation 1 can be determined according to actual place and geological condition.For example, pile foundation 1 can be the Larsen steel plate of certain model Stake, length of the pile foundation along place bank is 1.38m, and the width along Yokogawa direction is 0.43m, and the length of pile foundation is 6m.Actually answer Used time, size, length and the height of being unearthed of pile foundation are integrated by checking calculations such as flood-control wall monolithic stability, bearing capacity of pile foundation and are determined.
Length of the pile cover 3 along place bank is 1.38m, and the length with single pile foundation along place bank is isometric, just gland Above single pile foundation, side height is 1.2m to pile cover near water, and side height of pulling in shore is 0.8m.
Channel steel fastener 4 is buckled in 1 top of pile foundation, it is ensured that the flatness of pile cover construction effectively solves height side on pile foundation construction The deviation in face.
The validity of prefabricated section pore-forming is ensured when pile cover is prefabricated by prefabricated steel bushing 3, the internal diameter of steel bushing 3 is 100mm, More than 6 diameter 20mm of longitudinal bolt.The groove inner width of channel steel fastener 3 is 480mm, is more than the width 430mm of steel sheet pile, pile cover Lower grooves width is 650mm, is more than the width of channel steel fastener, to adjust the deviation of horizontal aspect on pile foundation construction.
Use plain concrete backfill to enhance globality and stability between the two between longitudinal bolt 6 and steel bushing 3.
As shown in Fig. 2, pile cover both ends setting groove and tenon, tenon and card slot match, pile cover company can effectively improve Connect effect.
Pile cover can specially design the pile cover of broken line, arc section, starting point section, channel steel 4 according to the flatness of place water front It can be bent according to the flatness of water front, practical ranges are wider.
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, conventional bank section can also apply the bank protection structure pattern that the design provides.According to Site condition determines suitable pile foundation length, and then determines other sizes, finally carries out safety review to the design structure with true The safety of structure-preserving.And in practical applications, two level barricade need to be designed according to actual conditions, to meet requirement of setting up defences.
The assembled 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", "horizontal", "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 assembled shore protection, it is characterised in that the assembled shore protection includes
Pile foundation, the pile foundation are located at the bottom of assembled shore protection;
Pile cover, the pile cover are located at the top of pile foundation, and the pile cover includes a concrete prefabricated element, the concrete prefabricated structure A steel bushing is embedded in part;
Connector, the connector include a channel steel fastener, the channel steel fastener for connecting pile foundation and pile cover, the connector Notch direction is buckled in downwards at the top of pile foundation, is connected by cross bolts between channel steel fastener and pile foundation, channel steel fastener be equipped with The bolt hole of the pile cover steel bushing cooperation, bolt hole is interior to be arranged longitudinal bolt, to link slot steel fastener and pile cover.
2. assembled shore protection as described in claim 1, it is characterised in that the concrete prefabricated element includes a U-shaped part, institute It is downward to state U-shaped part recess, and side is equipped with a lug boss near water at the top of the U-shaped part, the top of the lug boss connects with mud upper thread.
3. assembled shore protection as claimed in claim 2, it is characterised in that steel bushing drilling diameter is more than longitudinal bolt diameter, slot The width of steel fastener is more than the width of pile foundation, and the lower ending opening width of pile cover is more than the width of channel steel fastener.
4. assembled shore protection as described in claim 1, it is characterised in that use plain concrete between longitudinal bolt and steel bushing Backfill, to enhance globality and stability between the two.
5. assembled shore protection as described in claim 1, it is characterised in that groove and tenon is arranged in pile cover both ends, adjacent pile cover Groove and tenon match, and can effectively improve pile cover connection effect.
6. assembled shore protection as described in claim 1, it is characterised in that the strength grade of pile cover concrete prefabricated element is not low In C30.
7. assembled shore protection as described in claim 1, it is characterised in that pile cover is designed according to the flatness of place water front At broken line pile cover, arc section pile cover or starting point section pile cover.
CN201721414345.7U 2017-10-30 2017-10-30 A kind of assembled shore protection Active CN207727509U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721414345.7U CN207727509U (en) 2017-10-30 2017-10-30 A kind of assembled shore protection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721414345.7U CN207727509U (en) 2017-10-30 2017-10-30 A kind of assembled shore protection

Publications (1)

Publication Number Publication Date
CN207727509U true CN207727509U (en) 2018-08-14

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CN201721414345.7U Active CN207727509U (en) 2017-10-30 2017-10-30 A kind of assembled shore protection

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CN (1) CN207727509U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107881983A (en) * 2017-10-30 2018-04-06 上海市政工程设计研究总院(集团)有限公司 A kind of assembled shore protection and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107881983A (en) * 2017-10-30 2018-04-06 上海市政工程设计研究总院(集团)有限公司 A kind of assembled shore protection and its construction method

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GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20200619

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.