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Whole assembly type steel concrete combined beam

A concrete and fully assembled technology, applied in the direction of structural elements, building components, and long-strip structural components for load-bearing, can solve the problems of long construction period and poor effect, so as to reduce the construction period, achieve good force effect, Effect of shortening maintenance time

Pending Publication Date: 2019-09-27
ZHENGZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The shear connection key is a key component that combines the steel beam and the concrete flange to work together, and plays the role of transmitting the longitudinal shear force between the steel beam and the concrete flange. The traditional connector concrete needs to be poured on site, and the construction period It is longer and the effect is poor after molding. For this reason, engineers have been looking for prefabricated solutions

Method used

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  • Whole assembly type steel concrete combined beam
  • Whole assembly type steel concrete combined beam
  • Whole assembly type steel concrete combined beam

Examples

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Embodiment

[0019] Example: such as figure 1 , figure 2 , image 3 As shown, it includes I-beam 2 arranged horizontally and horizontally. Concrete 1 is arranged on the upper part of I-beam 2. The bottom surface of concrete 1 is in contact with the top surface of I-beam 2. There are multiple fixing modules inside concrete 1. The fixing modules include horizontal and horizontal Arranged steel cover plate 6, the lower part of the steel cover plate 6 is provided with a vertically arranged threaded sleeve 5, the tubular structure of the upper and lower openings of the threaded sleeve 5, the interior of the threaded sleeve 5 is provided with internal threads, the top surface of the threaded sleeve 5 and the steel cover plate 6 The bottom surface is in contact with and fixedly connected, and the fixed module is fixedly connected with the concrete 1; the upper flange of the I-beam 2 has a plurality of vertical through holes, and the positions of the through holes correspond to the positions of ...

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Abstract

The invention discloses a whole assembly type steel concrete combined beam. The whole assembly type steel concrete combined beam comprises joist steel, concrete is arranged on the upper portion of the joist steel, the bottom face of the concrete is in contact with the top face of the joist steel, multiple fixing modules are arranged in the concrete, each fixing module comprises a steel cover plate which is horizontally and transversely arranged, a thread sleeve which is vertically arranged is arranged on the lower portion of the steel cover plate, the top face of the thread sleeve is in contact with the bottom face of the steel cover plate and is in fixed connection, the fixed modules are fixedly connected with the concrete, multiple vertical through holes are formed in the front flange and the rear flange of an upper leg on the joist steel, the through holes correspond to the thread sleeve in position, bolts are arranged in the through holes, and penetrate through the through holes to enter the thread sleeve, bolt threads are matched with threads of the thread sleeve, nuts are arranged on the bolts, the nuts are in contact with the bottom face of the upper leg of the joist steel, and bolts are arranged on the front flange and the rear flange of the upper leg of the joist steel. The combined beam has the beneficial effects that assembling rate is improved, the steel structure and the concrete can be rapidly connected, the steel beam, the concrete plate and the bolts have the convertibility, and the structure is more stable and firm.

Description

technical field [0001] The invention belongs to the technical field of steel-concrete composite beams, and in particular relates to a fully assembled steel-concrete composite beam. Background technique [0002] At present, steel-concrete composite beams, which give full play to the compressive properties of concrete and the tensile properties of steel beams, are increasingly widely used in the field of structural engineering. [0003] The mechanical performance of the steel-concrete composite beam structure depends on the effective transmission of shear stress at the junction of concrete and steel beams. The design of the junction is very critical. It must be considered whether the longitudinal and horizontal shear forces occurring between the steel and concrete materials can It is effectively controlled to ensure that there is no relative displacement between the two different materials when the structure moves, and the effectiveness of the connection here directly affects ...

Claims

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Application Information

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IPC IPC(8): E04C3/293
CPCE04C3/293
Inventor 邓恩峰张胜楠张哲喻晨阳胡红扬
Owner ZHENGZHOU UNIV
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