Jetty type wharf with caisson structure, and construction method thereof

A construction method and a jetty technology, applied in the field of port and wharf engineering, can solve the problems of long construction period, lack of water and land transportation environment, large investment, etc., to reduce wave reflection and refraction, stable and firm wharf structure, and improve mooring conditions. Effect

Pending Publication Date: 2018-07-31
中交四航局港湾工程设计院有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] 2. Offshore terminal
[0008] Offshore piers generally refer to deep-water piers far from the coastline, and most of them do not have wave protection facilities. Although offshore piers are not restricted by the existing shoreline, their applicability is poor
First of all, the natural conditions such as wind, waves, and currents in the water area where the offshore terminal is located are relatively complex, which requires high stability and safety of the terminal structure and requires a large investment; secondly, its applicable ship types are limited, and are generally suitable for anti-wave Ships with strong stability or low requirements for berth stability; thirdly, they cannot be directly connected to the land area, do not have the water and land transportation environment, and cannot be transferred
These all limit the construction and development of offshore terminals
[0009] 3. Jetty type wharf
In the past, the gravity-type caisson structure was mostly used in the full-height wharf along the bank, and most of them used continuous caisson arrangement, which made the project cost relatively high and the construction period relatively long; In this arrangement, the reflection and refraction of waves in the harbor are more complex, which is unfavorable to the stress of the hydraulic structure and the stability of the waters in the harbor.

Method used

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  • Jetty type wharf with caisson structure, and construction method thereof
  • Jetty type wharf with caisson structure, and construction method thereof
  • Jetty type wharf with caisson structure, and construction method thereof

Examples

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Effect test

Embodiment 1

[0062] In this embodiment, a jetty wharf with a gravity caisson structure is provided, which includes a lower independent pier foundation structure and an upper continuous structure. The pier surface layer 2 is also provided with a structurally deformable connecting portion 4 . One end of the jetty jetty is perpendicular to the shoreline, and the other end extends to the sea side, including at least five gravity caissons 1, which are arranged in sequence; the gravity caissons 1 are arranged in an independent pier type , there is at least 1m of space between each gravity caisson 1 as the flow passage 5, and the distance between the caissons and the caissons in this embodiment is 3m.

[0063] The gravity caisson 1 includes at least two compartments vertically and horizontally, and the bottom of the four sides of the gravity caisson 1 protrudes from the front, rear, left and right, and is provided with toes 14. The gravity caisson 1 Backfill is arranged in the cells, and each ce...

Embodiment 2

[0067] In this embodiment, the foundation treatment of the foundation bed 3 includes the treatment of non-rock foundation and rock foundation. When it is a rock foundation, blast the foundation groove to the design elevation along the direction of the jetty wharf extending to the sea, and then use two pieces of stone or gravel to level the rock surface; Excavate the foundation trench in the direction of extension to the design depth and check the soil quality. To avoid silting after the verification is correct, block stones should be thrown and filled as soon as possible to form a foundation bed 3, and the foundation bed 3 is divided into a bright foundation bed, a dark foundation bed and a mixed foundation bed The type of riprap foundation bed can be determined according to water depth, terrain and foundation conditions.

[0068] The 3 stones of the foundation bed should use 10-100kg stones. For the thin foundation bed with a thickness of no more than 1m, smaller stones shoul...

Embodiment 3

[0070] In this embodiment, before the caisson 1 is installed, the foundation bed 3 and the caisson 1 should be inspected. The inspection of the foundation bed 3 requires divers to check the back-silting thickness of the foundation bed 3 and the gravity coefficient of the silt underwater, and the caisson 1 needs to check its The prefabrication date and concrete strength require that the strength must reach 100% of the design strength, and the foundation bed 3 and the caisson 1 can be installed only when they meet the relevant technical requirements.

[0071] The square barge upper caisson 1 is anchored and positioned near the installation site by being hauled by a tugboat. The anchoring needs to be carried out according to the position where the caisson 1 is to be installed. In this embodiment, the front and rear side anchors are casted first, forming a "eight" shape, and the middle is facing the required installation position of the caisson 1. A front middle anchor is thrown in...

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Abstract

The invention discloses a jetty type wharf with a caisson structure. The jetty type wharf with the caisson structure comprises a wharf body, wherein the wharf body comprises a plurality of caissons; aclearance is left between each two adjacent caissons so as to be used as a passing passageway; a wharf surface layer is arranged at a position, corresponding to each caisson, on the top part of eachcaisson; a connecting part with a deformable structure is arranged between each two adjacent wharf surface layers; and the each adjacent wharf surface layers are connected through the connecting partso as to form an overall wharf surface layer. The invention further provides a construction method of the jetty type wharf with the caisson structure. The invention aims to provide the jetty type wharf applying the gravity type caisson structure and the construction method thereof. The influences of wave reflection and refraction in front of an upright wall type structure wall can be effectively reduced, a favorable berthing or mooring condition is provided for ships, meanwhile, the construction cost can be saved, and the construction period is shortened.

Description

technical field [0001] The invention relates to the technical field of port and wharf engineering, in particular to a jetty wharf using a gravity caisson structure and a construction method thereof. Background technique [0002] In recent years, with the rapid development of my country's economy, major coastal cities have made full use of their regional advantages to vigorously develop port construction and maritime transportation. With the vigorous development of the entire water transportation industry, there are fewer and fewer available natural coastline resources. , as a special natural resource and land resource, the coastline is of great significance. Therefore, improving the utilization efficiency of the port shoreline resources is not only the need of scientific development, but also has very important practical significance for realizing the sustainable development of the port. [0003] In view of the increasingly tense natural shoreline resources, effective ways t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B3/06E02D23/00
CPCE02B3/06E02D23/00
Inventor 蒋美娇冯海波李春保叶建科王小平王俊峰周海芳吴佳苹蔡东胜李小烜张瑞玉李社生
Owner 中交四航局港湾工程设计院有限公司
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