Fully fabricated self-expanding variable-diameter reinforcement cage with constrained sheath structure and application method of fully fabricated self-expanding variable-diameter reinforcement cage

A steel cage and variable diameter technology, which can be used in basic structure engineering, construction, sheet pile walls, etc., can solve problems such as cost reduction

Pending Publication Date: 2019-08-16
JIANGSU GREEN RIVER ENVIRONMENTAL TECH CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0009] The object of the present invention is to propose a variable-diameter steel cage with a restraint structure and its application method, which can be used for the skeleton of a variable-diameter steel cage in a compressive or pull-resistant anchor or pile, that is, a variable-diameter steel cage with a restraint structure is used to form The skeleton of the pile of the enlarged head at the bottom of the pile (anchor) has the bottom of the enlarged head pile (anchor) with variable-diameter steel cage skeleton, and the skeleton of the enlarged head is prepared by utilizing the variable-diameter steel cage, that is, using the steel cage structure, which has constraints The variable-diameter reinforcement cage and the application method of the structure make it possib

Method used

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  • Fully fabricated self-expanding variable-diameter reinforcement cage with constrained sheath structure and application method of fully fabricated self-expanding variable-diameter reinforcement cage
  • Fully fabricated self-expanding variable-diameter reinforcement cage with constrained sheath structure and application method of fully fabricated self-expanding variable-diameter reinforcement cage
  • Fully fabricated self-expanding variable-diameter reinforcement cage with constrained sheath structure and application method of fully fabricated self-expanding variable-diameter reinforcement cage

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Embodiment Construction

[0058]As shown in the figure, a fully-assembled self-expanding variable-diameter reinforcement cage with a constraining sheath structure of the present invention has two upper and lower ring-shaped fixers, that is, the flower piece and the active ribs 2, that is, the vertical ribs are not stretched and stretched. A structure, steel cage 1, restraining sheet 2, stirrup 3, restricting sheet enclosure 4, guide sleeve 5, main anchor rod 6; is provided with restricting sheet enclosure, and restricting sheet enclosure 4 can be elastic rope, Velcro , a thin rope with low strength or a switch that can be stretched by inner elasticity. After the ring or spiral stirrup is released, the vertical bar is stretched, and the elastic rope, velcro, low-strength string or the switch that can be stretched by the inner elastic are released. Figure 8-13 The lower end of the constraining sheet is tapered.

[0059] The applicant's expanded head pile bottom adopts a steel cage with a larger diamete...

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Abstract

The invention discloses a fully fabricated self-expanding variable-diameter reinforcement cage with a constrained sheath structure. The variable-diameter reinforcement cage comprises a plurality of vertical ribs, one or more ring-shaped fixators and a plurality of sets of ribs corresponding to the ring-shaped fixators; each set of ribs with the same number as the multiple vertical ribs is movablyfixed to the outer circle of the corresponding ring-shaped fixator; in each set of ribs, one ends of the ribs are movably connected with the positions, with the same height, of the corresponding vertical ribs, and the other ends of the ribs are movably connected to the outer circles of the corresponding ring-shaped fixators; the ring-shaped fixators sleeve a main rib or an axial rod, the peripheries of the vertical ribs of the reinforcement cage are wrapped with constraint sheets, and the constraint sheets are rigid or flexible and surround or fully surround a plurality of parts on the periphery of the variable-diameter reinforcement cage; the peripheries of the vertical ribs are wrapped with the rigid or flexible constraint sheets firstly, and the exteriors of the constraint sheets are provided with annular or spiral hoops to serve as latitude lines on the peripheries of the vertical ribs; or the peripheries of the vertical ribs are wrapped with the annular or spiral hoops or meshes firstly to serve as the latitude lines on the peripheries of the vertical ribs, and then the latitude lines are wrapped with the rigid or flexible constraint sheets.

Description

technical field [0001] The invention relates to a fully-assembled self-expanding variable-diameter reinforcement cage with a constraining sheath structure and its application method, which is used for compressive and pull-resistant variable-diameter reinforcement cage expansion piles or anchors, especially in pile foundations or anchors Skeleton - a variable-diameter steel cage that constrains the structure. Background technique [0002] Anti-floating and anti-tension anchor rods are widely used in buildings. Secondly, foundation piles play a foundation role in building construction. According to the force principle of the foundation, they can be roughly divided into friction piles and load-bearing piles. With the continuous development of engineering technology, new steel piles and reinforced concrete piles are used more and more widely in engineering construction. The characteristics of different pile types are also different. [0003] Classified according to bearing pro...

Claims

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Application Information

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IPC IPC(8): E02D5/74E02D5/34
CPCE02D5/74E02D5/34E02D2200/1685E02D2300/0034
Inventor 王林陶刚王军
Owner JIANGSU GREEN RIVER ENVIRONMENTAL TECH CO LTD
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