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A kind of prefabricated building and design method thereof

A prefabricated and architectural technology, applied in the direction of buildings, building components, building structures, etc., can solve problems such as earthquake resistance and wind resistance

Active Publication Date: 2021-11-16
浙江利恩工程设计咨询有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] However, due to the prefabricated building, its beams, columns, floors and other stressed components are connected on site instead of poured on site, and the lateral force (such as earthquake resistance and wind resistance) performance of the building has been greatly affected.

Method used

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  • A kind of prefabricated building and design method thereof
  • A kind of prefabricated building and design method thereof
  • A kind of prefabricated building and design method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0078] A quick assembly wall structure, which is arranged between the upper box girder 1 (belonging to the necessary technical features) and the lower box girder 2 (the lower box girder 2 can also adopt other structural forms);

[0079] It includes: a first rotating assembly 3-1, a second rotating assembly 3-2 (which is a necessary technical feature), a first base block 7-1, a second base block 7-2, and a box;

[0080] Arranged in order from left to right: the first base block 7-1, the first rotating assembly 3-1, the second rotating assembly 3-2, and the second base block 7-2;

[0081] Wherein, the box includes: a first side wall 5-1, a second side wall 5-2, and a viscous damping fluid inside the box; the first side wall 5-1, the second side wall of the wall 5-2 are parallel to each other and extend along the length direction of the beam;

[0082] Wherein, the first rotating assembly 3-1 includes: an upper limiting plate 3-1-1, an upper connecting rod 3-1-2, a rotating plate...

Embodiment 2

[0100] Embodiment two, such as Figure 4-5 As shown, the advantage of embodiment two is to break this technical prejudice: the central axis of the lower gear 3-1-5 is on the same axis as the central axis of the rotating plate body 3-1-3;

[0101] The way of embodiment two is:

[0102] The rotating plate bodies of the first rotating assembly 3-1 and the second rotating assembly 3-2 are folded line plates, which include: the first folding plate body, the middle plate body, the second folding plate body, the first rotating assembly 3-1 The first flap body and the second flap body of the second rotating assembly 3-1 face the first side wall; the first flap body and the second flap body of the second rotating assembly 3-1 face the second side wall;

[0103] The upper connecting rod 3-1-2 is fixedly connected to the upper connecting plate, the lower connecting rod 3-1-4 is fixedly connected to the lower connecting plate, the top of the rotating plate body is fixedly connected to the ...

Embodiment 3

[0117] Embodiment 3, the solution of Embodiment 1 is to adjust the steering angle of the main body of the rotating plate through gears. That is, the steering angle-displacement is proportional.

[0118] The method of Embodiment 3 is to further meet the design requirements, that is, to meet: any S-β curve; S represents: the relative displacement between the upper box girder and the lower box girder, and β represents the displacement of the main body of the rotating plate under the displacement S turn angle.

[0119] For this requirement, make the following improvements:

[0120] The lower connecting rod 3-1-4 and the gear 3-1-5 are no longer necessary; the racks of the first base block and the second base block are also no longer necessary.

[0121] The lower end connecting rod 3-1-7 is arranged at the bottom front end and the rear end of the rotating plate body; Both sides of the connecting rod 3-1-2; and, the connecting line of the lower connecting rod 3-1-7 at the two end...

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Abstract

The invention discloses a prefabricated building and a design method thereof, including a prefabricated building, which is characterized by comprising: a prefabricated wall, wherein the wall is arranged between an upper box beam and a lower beam; It includes: two angle transfer devices, which are respectively used to adjust the steering of the first rotating assembly and the second rotating assembly; each angle transfer device includes: an L-shaped positioning connecting rod, at least two guide rails, connecting pieces, positioning Adjustment device, the number of connecting pieces is the same as the number of guide rails. By adopting the prefabricated building and the design method thereof of the present application, any s-beta curve requirement can be satisfied.

Description

technical field [0001] The invention relates to the field of prefabricated buildings and the like, in particular to a prefabricated building and a design method thereof. Background technique [0002] Prefabricated buildings, because of their high construction efficiency and high standardization operations, are a direction for the rapid development of the construction industry. [0003] However, due to the prefabricated building, its beams, columns, floors and other stressed components are connected on site instead of poured on site, and the lateral force (such as earthquake resistance and wind resistance) performance of the building has been greatly affected. [0004] To this problem, Mr. Wu Bin of Wuhan University of Technology proposed an assembly structure and method of a shock-absorbing damper, a prefabricated pier joist and a prefabricated building in CN110820976A; the assembled structure includes a shock-absorbing damper, two prefabricated columns, two A prefabricated...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/00E04B2/00E04B2/74E04B2/82G06F30/13
CPCE04B1/00E04B2/00E04B2/74E04B2/82G06F30/13
Inventor 袁泳钊王洪法乔梦甜郑勇
Owner 浙江利恩工程设计咨询有限公司
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