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Stay stretching bias-jointing force transmission beam

A force-transmitting beam and tensioning technology, which is applied in the direction of construction, building structure, and building material processing, can solve the problem of reducing the volume of the tension-transmitting beam, unfavorable tensioning devices and connecting bolts, and tensioning the force-transmitting beam Large volume and other problems, to achieve the effect of reducing volume and weight, reducing lateral tension, and ensuring integrity

Inactive Publication Date: 2009-03-25
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Technical problem: In order to overcome the shortcomings of the existing tensioning force transmission beam that is large in size and unfavorable to the tensioning device and connecting bolts, the present invention provides a cable tensioning force transmission beam that is placed under the pressure end surface of the tensioning jack. The stiffening ribs required for the force-transmitting beam and the cross ribs at the oblique joints are integrated, which not only reduces the volume of the tension-transmitting beam, but also effectively overcomes the lateral tension generated during the tensioning process, increasing the security

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  • Stay stretching bias-jointing force transmission beam
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  • Stay stretching bias-jointing force transmission beam

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Embodiment Construction

[0013] The present invention changes the known division method of dividing the force transmission beam into two along the symmetry axis, and adopts the oblique division method along the pressure bearing surface of the force transmission beam. During the production process of the force transmission beam, the oblique division not only ensures the integrity of the holes left on the force transmission beam steel plate by the tension force transmission screw of the through-hole hydraulic jack, but also changes the arrangement of the stiffeners, that is, the stiffening ribs of the present invention. The ribs are arranged obliquely along the bearing surface. In addition, during the welding process of the force transmission beam, in order to ensure the tightness of the combination of the two parts of the force transmission beam, it is first welded as a whole. The oblique dividing line divides the force transmission beam into two parts, and the joint surface between the two parts of th...

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Abstract

The invention relates to a stretch-draw mitred force transferring cross beam for a guy cable, which comprises an upper top slab (1), a lower base (2), a central pipe (3) and stiffening ribs (4), wherein the upper top slab (1) and the lower base (2) are fixed on the upper side and the lower side of the central pipe (3) respectively; the stiffening ribs (4) comprise vertical stiffening ribs (41) and insequent-intersection stiffening ribs (42); the upper ends and the lower ends of the vertical stiffening ribs (41) and the insequent-intersection stiffening ribs (42) are connected with the top slab (1) and the lower base (2) respectively; the inner sides of the vertical stiffening ribs (41) and the insequent-intersection stiffening ribs (42) are fixed on the central pipe (3) respectively; the force transferring cross beam is obliquely divided into two symmetrical parts along the midline of one of the insequent-intersection stiffening ribs (42); and the two symmetrical parts are fixed together by fixing pieces (5). Therefore, the weight of the cross beam can be reduced, transverse tension in the stretch-draw process can be effectively overcome, and the safety in the construction process can be improved.

Description

technical field [0001] The invention belongs to a force-transmitting crossbeam device installed at a cable head for prestressed tensioning of cables such as steel wire bundle twisting, steel strand assembly or steel tie rods in civil engineering construction. Background technique [0002] In the prestressed steel structure, cable-membrane structure, and curtain wall cable-rod support structure of civil engineering, there are cables that need to be pre-tensioned. The cable can be in various forms such as semi-parallel twisting of high-strength steel strands, assembly of multiple steel strands, or steel rod rods. When applying pre-tension to the cable at home and abroad, it is necessary to clamp the force-transmitting beam at the shoulder of the cable head at the end of the cable. The shaft divides it into two parts. When the field tensioning device is installed, the two halves of the block are placed on the shoulder of the cable head and connected by bolts to form an integra...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/12
Inventor 郭正兴王永泉罗斌
Owner SOUTHEAST UNIV