Precast segment, stacking structure and energy dissipation column thereof

Patent metadata

Field	Value
Publication number	US-9777499-B2
Application number	US-201514740817-A
Country	US
Kind code	B2
Filing date	Jun 16, 2015
Priority date	Mar 13, 2015
Publication date	Oct 3, 2017
Grant date	Oct 3, 2017

Abstract

A precast segment suitable for block-stacking concept is disclosed. The precast segment includes a first surface, an opposite second surface, plural through holes, and plural male-female connecting sets. The through holes extend from the first surface and toward the second surface to communicate between the first surface and the second surface. Each male-female connecting set includes a shear key and a joint hole, wherein the shear key protrudes from one of the first surface and the second surface to serve as a male connecting unit, and the joint hole is formed in the other of the first surface and the second surface to serve as a female connecting unit. Accordingly, the precast segments can be block-stacked by mortise-and-tenon joints to construct a bridge pier system. Compared to the conventional construction methodology, the present invention can enhance the efficiency of segment fabrication and avoid high prestress force.

First claim

What is claimed is:

1. An energy dissipation column with a block-stacking structure, comprising:
plural segmental layers stacked into a column, with one precast segment of the Nth segmental layer being connected with at least two neighboring precast segments, arranged along an X direction, of the (N−1)th segmental layer, and with another segment of the Nth segmental layer being connected with at least two neighboring precast segments, arranged along a Y direction orthogonal to the X direction, of the (N−1)th segmental layer by mortise-and-tenon joints to provide bonds between the segmental layers using plural male-female connecting sets, wherein N is an integer of 2 or more, each male-female connecting set includes a shear key and a joint hole, and the precast segments are stacked by embedding the shear key in the joint hole, the segmental layers each has plural ones of the precast segments arranged along the X direction and other plural ones of the precast segments arranged along the Y direction, and the precast segments of the odd-numbered segmental layers are assembled into the same arrangement with one type, whereas the precast segments of the even-numbered segmental layers are assembled into the same arrangement with another different type;
plural bearing elements that penetrate through the segmental layers in a stacking direction of the segmental layers and are continuous bonded bar reinforcements formed by grouting and capable of providing strength and energy dissipation capacity for the column; and
plural prestressing elements that penetrate through the segmental layers in the stacking direction of the segmental layers and are unbounded prestressing tendons with no grouting and are configured to provide re-centering force for the column,
wherein the plural bearing elements and the plural prestressing elements are disposed around peripheral edges of the column structure, with no bearing elements and prestressing elements penetrating through a central area of the column.

2. The energy dissipation column with a block-stacking structure of claim 1 , wherein the shear key and the joint hole have convex and concave configurations complementary to each other, respectively.

3. The energy dissipation column with a block-stacking structure of claim 1 , wherein the segmental layers are stacked into a solid or hollow column.

4. The energy dissipation column with a block-stacking structure of claim 1 , wherein each of the bearing elements is a continuous bar reinforcement.

5. The energy dissipation column with a block-stacking structure of claim 1 , wherein (i) the precast segments of the segmental layers each includes a first surface, an opposite second surface, plural through holes, and the plural male-female connecting sets, (ii) the through holes extend from the first surface and toward the second surface to communicate between the first surface and the second surface, (iii) the shear key protrudes from one of the first surface and the second surface to serve as a male connecting unit, and the joint hole is formed in the other of the first surface and the second surface to serve as a female connecting unit, and (iv) the bearing elements and the prestressing elements are disposed through the through holes.

6. The energy dissipation column with a block-stacking structure of claim 5 , wherein the shear key is made of reinforced concrete.

7. The energy dissipation column with a block-stacking structure of claim 6 , wherein at least one of the through holes corresponds to the shear key, and has one end extending through the shear key and the other opposite end constituting the joint hole.

8. The energy dissipation column with a block-stacking structure of claim 5 , wherein the shear key is a steel bar.

9. The energy dissipation column with a block-stacking structure of claim 8 , wherein the joint hole is formed by a steel concave plate.

Assignees

• Nat Applied Res Laboratories

Inventors

• Sung Yu-Chi
• Chang Kuo-Chun
• Lin Kuan-Chen
• Hung Hsiao-Hui
• Jiang Chi-Rung
• Lai Ming-Chun

Classifications

• E04H9/025 Primary

  Structures with concrete columns · CPC title

• E04C3/34

  of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings (E04C3/36 takes precedence) · CPC title

• E04C5/08

  Members specially adapted to be used in prestressed constructions {(production of reinforced objects in general B28B23/00; prestressed structures produced in situ E04G21/12)} · CPC title

• E01D19/02

  Piers {(E01D19/005 takes precedence; towers for suspension bridges E01D19/14)}; Abutments (foundations E02D ){; Protecting same against drifting ice (against colliding vehicles E01F15/00)} · CPC title

• E04C5/0645

  Shear reinforcements, e.g. shearheads for floor slabs · CPC title