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Hydraulic spile bridge and dyke construction

A technology of hydraulic boards and board bridges, applied in bridge construction, dams, embankments, etc., can solve the problems of difficult construction, poor resistance to wind and wave impact damage of the protective layer on the water-facing surface, and long construction period, so as to enhance safety and stability Performance, shortening the construction period of the project, and the effect of shortening the construction period

Inactive Publication Date: 2007-09-05
何富荣
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, the tide-proof dams built in coastal tidal flats and shallow waters generally have problems such as shallow depth of foundation, poor ability to resist wind and wave impact and damage of the protective layer on the water surface, and often cause dikes and dams to break when storm surges hit. serious economic loss
However, the tide-proof dams built in coastal tidal flats and shallow sea waters generally have problems such as difficult construction, high project cost, long construction period, safety and stability, and difficult to solve.

Method used

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  • Hydraulic spile bridge and dyke construction
  • Hydraulic spile bridge and dyke construction
  • Hydraulic spile bridge and dyke construction

Examples

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Embodiment Construction

[0043] Referring to Figures 1 to 30, a hydraulic plug-in bridge includes a hydraulic plug-in bridge inserted into the formation and equipped with a slideway 6, a slide plate 7, a water distribution pipe 9, a water pipe 8, a Gaza conduit 10 and a water barrier. Pile slab 1, bridge deck 2 and cast-in-place concrete layer 13, bridge pile slab 1 is a combined overall concrete pier structure composed of a full-frame starting slab, middle slab and end slab connected to each other, and the bridge deck is directly laid on the top 2 and the cast-in-place concrete layer 13, between the frames and between the frame and the stratum is filled with sand or cement mortar consolidation 15.

[0044] One side of the middle plate is provided with a slideway 6, the other side is provided with a slide plate 7, and the starting plate and the end plate are only provided with a slideway or a slide plate in the inner side. The cross-sectional area of ​​the outer leg of the start plate or the end plate...

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Abstract

A construction method for precoated plate bridge and dyke includes A) preparation of precoated plates for bridge pile, deck and dyke. The pile plates are inserted into ground via water injection method in the order of front-middle-end plate and connected to each other through sliding panel; B) concreting into the plates to form an integrated pier of the same width with the deck; C) Filling in sand or concreting in between plates and ground; D) covering deck; E) Inserting dyke plates at the front or both ends of the bridge; F) binding and concreting reinforced bars to form a semi-closed or total closed dyke; G) filling in sand into the dyke frame to form a gravity dyke.

Description

1. Technical field [0001] The invention relates to road traffic bridge and embankment engineering, in particular to a hydraulic insert bridge, embankment and construction method. 2. Background technology [0002] In order to increase the carrying capacity of road traffic bridges, the main method currently used is to increase the depth of the bridge piles into the ground, which has caused problems such as long construction period and high construction cost. Especially in some areas where the ground environment is relatively complex, such as soft ground, muddy coastal beaches, and shallow waters, construction will encounter more difficulties. At present, the tide-proof dams built in coastal tidal flats and shallow waters generally have problems such as shallow depth of foundation, poor ability to resist wind and wave impact and damage of the protective layer on the water surface, and often cause dikes and dams to break when storm surges hit. serious economic loss. The tide-p...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D1/00E01D21/00E01D19/02E02B3/10
CPCY02A10/11
Inventor 何富荣
Owner 何富荣
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