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Light wood construction side-froce-resistance design rigid membrane sheet model and application

A wooden structure and membrane technology, applied in teaching models, educational tools, instruments, etc., can solve the problems of lack of anti-side design structural models, and achieve the effect of avoiding design defects and simplifying the design process

Inactive Publication Date: 2013-08-21
天津泰明加德投资发展有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to provide a rigid diaphragm model for anti-side design of light wooden structures and its application. It is based on the existing specifications for timber structures, in order to overcome the problem of lack of structural models for anti-side design in the existing specifications. A simplified structural model, and explain the component definition, establishment principles and practical application methods of the structural model

Method used

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  • Light wood construction side-froce-resistance design rigid membrane sheet model and application
  • Light wood construction side-froce-resistance design rigid membrane sheet model and application
  • Light wood construction side-froce-resistance design rigid membrane sheet model and application

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Embodiment 1

[0044] Embodiment 1: A kind of rigid diaphragm model of light timber structure anti-side design (see Figure 1-5 ), characterized in that it consists of a rigid diaphragm and a frame column 2, the rigid diaphragm 2 is divided into a horizontal rigid sheet 4 and a vertical rigid sheet 3, and the horizontal rigid sheet 4, the vertical rigid sheet 3 and the frame column 2 are respectively Combined into a simply supported rigid sheet member unit, a cantilevered rigid sheet member unit and a torsion rigid sheet member unit, the simply supported rigid sheet member unit, the cantilevered rigid sheet member unit and the torsion rigid sheet member unit are composed of horizontal The arrangement and combination of horizontal and vertical and vertical and vertical constitute the whole model.

[0045]The above-mentioned rigid diaphragm is composed of a diaphragm 5, an in-membrane strut 6 and an edge strut 7, and the in-mold strut 6 and the edge strut 7 are fixedly connected to the diaphra...

Embodiment 2

[0070] Embodiment 2: a kind of rigid diaphragm model of light wood structure anti-side design, it is characterized in that it is made of rigid diaphragm and frame column 2, and rigid diaphragm 2 is divided into horizontal rigid sheet 4 and vertical rigid sheet 3, described The horizontal rigid sheet 4, the vertical rigid sheet 3 and the frame column 2 are respectively combined into a simply supported rigid sheet member unit, a cantilevered rigid sheet member unit and a torsional rigid sheet member unit. The whole model is composed of horizontal and horizontal, horizontal and vertical, vertical and vertical arrangement and combination between component unit and torsion rigid sheet component unit.

[0071] The above-mentioned rigid diaphragm is composed of a diaphragm 5, an in-membrane strut 6 and an edge strut 7, and the in-mold strut 6 and the edge strut 7 are fixedly connected to the diaphragm 5 through structural nails 8, and the edge strut The rods 7 are fixed on the edge o...

Embodiment 3

[0096]Embodiment 3: a kind of rigid diaphragm model of anti-side design of light wood structure is characterized in that it is made of rigid diaphragm and frame column 2, and rigid diaphragm 2 is divided into horizontal rigid sheet 4 and vertical rigid sheet 3, described The horizontal rigid sheet 4, the vertical rigid sheet 3 and the frame column 2 are respectively combined into a simply supported rigid sheet member unit, a cantilevered rigid sheet member unit and a torsional rigid sheet member unit. The whole model is composed of horizontal and horizontal, horizontal and vertical, vertical and vertical arrangement and combination between component unit and torsion rigid sheet component unit.

[0097] The above-mentioned rigid diaphragm is composed of a diaphragm 5, an in-membrane strut 6 and an edge strut 7, and the in-mold strut 6 and the edge strut 7 are fixedly connected to the diaphragm 5 through structural nails 8, and the edge strut The rods 7 are fixed on the edge of ...

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Abstract

A light wood construction side-force-resistance design rigid membrane sheet model is composed of rigid membrane sheets and frame columns. The rigid membrane sheets comprise a horizontal rigid sheet and a vertical rigid sheet. The horizontal rigid sheet, the vertical rigid sheet and the frame columns respectively form a simple support rigid sheet component unit, an overhanging rigid sheet component unit and a torsion rigid sheet component unit. The three component units are arrayed and combined so as to form a whole model body. The method using the model to conducting side-force-resistance calculation comprises the steps of confirming the position of the vertical rigid sheet; confirming the range and the position of the horizontal rigid sheet; calculating and distributing yawing force outside a building; calculating yawing force FS bore by the horizontal rigid sheet and the vertical rigid sheet; and processing an abnormal-shaped building and an abnormal-shaped building cover. The light wood construction side-force-resistance design rigid membrane sheet model has the advantages of quantizing design value, defining composition of a wood construction side-force-resistance system, defining component functions and requirements of composing rigid sheets so as to avoid design defects, simplifying the design process, building relationships between the building, a building cover and the side-force-resistance design of wood structure shearing walls, and defining a calculating method.

Description

(1) Technical field: [0001] The invention relates to a rigid diaphragm model for lateral design of light wooden structures and its application, especially for modeling of lateral analysis of light wooden structures and carrying out lateral lateral analysis of corresponding wooden structure shear walls, floors and roofs Rigid membrane model and application of force calculation for lateral design of light timber structures. (2) Background technology: [0002] At present, due to the insufficient definition and requirements for the lateral force resistance of wood structure shear walls, floors, and roofs in the code for the design of light wood structures, especially for the above-mentioned design, there is no clear modeling method, which leads to the wood structure of wood structures. The design of the structural shear wall, the location of the horizontal force connector, and the selection of the model are not standardized. In this case, most designers and construction personne...

Claims

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Application Information

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IPC IPC(8): G09B25/04
Inventor 李昂梁涛吴恭伟李东哲孙悦吕林轩
Owner 天津泰明加德投资发展有限公司
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