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Method for constructing segmental prefabricating and assembling swing foundation pier

A technology of prefabricated assembly and bridge piers, applied in bridges, bridge parts, bridge materials, etc., can solve the problems of long construction period, adverse impact on urban environment, and high construction conditions, and achieve short construction period, good seismic isolation effect, and construction effect. Good results

Active Publication Date: 2015-02-11
BEIJING UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] In the traditional construction technology, the substructure such as bridge piers uses the integral cast-in-place construction method. Although the integral cast has good structural integrity, the construction period is long, the construction conditions are high, and it also has adverse effects on the urban environment. Therefore, Industrialized segmental assembly construction technology emerges as the times require in bridge construction
Segmental assembly technology can speed up the pace of construction and adapt to more construction environments, but how to design the connection nodes of segmental prefabricated piers and how to ensure the overall seismic performance of the bridge are problems that need to be solved urgently

Method used

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  • Method for constructing segmental prefabricating and assembling swing foundation pier
  • Method for constructing segmental prefabricating and assembling swing foundation pier
  • Method for constructing segmental prefabricating and assembling swing foundation pier

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Embodiment Construction

[0024] Such as Figure 1-6 As shown, under the action of natural disasters such as earthquakes, the seismic energy is counteracted by swaying to achieve the common purpose of "elimination" and "isolation" of the structural structure. The cap and pile foundation are no longer cast-in-place consolidation. , but a rockable splice. When the cap is prefabricated, the insertion aperture 9 of the pile foundation is reserved at the bottom. The diameter of the hole at the bottom of the cap is about 20cm larger than the diameter of the pile foundation. The pile top elevation is about 1.5 times the pile diameter higher than the bottom surface of the pile cap, and the pile top steel casing 11 is wrapped within the pile diameter range of 2 times of the pile top. Rubber or other elastic materials 10 are filled in the connection gap between the cap opening and the pile. The landfill material can reduce the influence of the impact force while transmitting the contact stress, and realize th...

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PUM

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Abstract

The invention relates to a method for constructing a segmental prefabricating and assembling swing foundation pier. The pier is assembled by prefabricated segments, and a bearing platform is hinged to a foundation. Except for the uppermost end connected with a cover beam and the bottom end connected with the bearing platform, the middle segments of the pier are same in shape and size. The oblique section of the upper part of the middle pier prefabricated segment slopes and is hollowed into a groove, namely a prefabricated segment groove; the bottom of the middle pier prefabricated segment is manufactured into a bulge with a corresponding shape, namely a prefabricated segment convex slot; the prefabricated segment groove and the prefabricated segment convex slot can realize the assembly of upper and lower pier prefabricated segments and forms the contact connecting surface of the segmental pier. The bottom of the pier is fixedly connected with the bearing platform, and the upper part of the pier is fixedly connected with the cover beam. After the prefabricated segments are assembled, a prestressed cable in a prepared channel is tensioned and anchored. A gap between a pile head and the contact surface of a prepared hole in the bottom of the bearing platform is filled with a rubber material or other elastic materials. The method has the advantages of short construction period, small environmental influence, good vibration isolation effect under earthquake and high anti-seismic property of whole structure.

Description

technical field [0001] The invention relates to the technical field of bridge engineering construction and seismic isolation, in particular to a segmental prefabricated and assembled rocking foundation pier construction method. Background technique [0002] In the bridge structure, the bridge pier, as the main load-bearing member and the link between the upper and lower structures, has always been the focus of engineers. my country is in an earthquake-prone zone, and the earth is now in an active period of seismic activity. How to reduce the disasters caused by earthquakes has always been the purpose of research on earthquake resistance and disaster reduction. Several major earthquakes at home and abroad in recent years have also shown the damage of bridge projects. Serious consequences. [0003] In the traditional construction technology, the substructure such as bridge piers uses the integral cast-in-place construction method. Although the integral cast has good structural...

Claims

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Application Information

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IPC IPC(8): E01D19/02
CPCE01D19/02E01D2101/28
Inventor 韩强郭婕许紫刚贾俊峰
Owner BEIJING UNIV OF TECH
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