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US20060037275A1 - Tilt support structure - Google Patents

Tilt support structure Download PDF

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Publication number
US20060037275A1
US20060037275A1 US10/919,359 US91935904A US2006037275A1 US 20060037275 A1 US20060037275 A1 US 20060037275A1 US 91935904 A US91935904 A US 91935904A US 2006037275 A1 US2006037275 A1 US 2006037275A1
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US
United States
Prior art keywords
unit
force exerted
support structure
tilt support
present
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Abandoned
Application number
US10/919,359
Inventor
Chiao-Yu Jen
Pi-Yao Chuang
Wu-Jing Huang
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JEN TE-WEI
Original Assignee
JEN TE-WEI
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by JEN TE-WEI filed Critical JEN TE-WEI
Priority to US10/919,359 priority Critical patent/US20060037275A1/en
Assigned to JEN, CHIEH, JEN, TE-WEI, JEN, CHIAO-YU reassignment JEN, CHIEH ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: CHUANG, PI-YAO, HUANG, WU-JING, JEN, CHIAO-YU
Publication of US20060037275A1 publication Critical patent/US20060037275A1/en
Abandoned legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0237—Structural braces with damping devices
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/028—Earthquake withstanding shelters

Definitions

  • the present invention relates to a tilt support structure which can withstand pure axial force and which will eliminate vibration or earthquake force.
  • the tilt support structure will bend when a force is exerted. Before the material has exhibited the capacity to eliminate energy, the excessive stress and strain will cause the tilt support structure to break. Accordingly, it is an objective to improve the strength of the tilt support structure.
  • the restriction tilt support includes the main force exerted unit and a restriction unit.
  • the restriction unit provides support at the side of the main force exerted unit so as to allow the curvature of the main force exerted unit.
  • connection is either rigid or semi-rigid connection. This will cause a bending to the tilt support or cause secondary bending effect. Under abrupt lowering of the strength of the tilt support, the structure is damaged.
  • a tilt support structure comprising a force exerted unit and a restriction unit, characterized in that the cross section of the end portion of the force exerted unit is larger than that of the middle section and the force exerted unit is mounted into the restriction unit, the restriction unit includes a single or a plurality of sleeves and in combination with concrete, cement slurry or enhanced steel beam or steel plate to form an external frame to restrict the main force exerted unit so as to prevent damage as a result of compression and the structure is stable under compression or pulling.
  • Yet still another object of the present invention is to provide a tilt support structure, wherein the pivotal hole is exerted by the pure axial force, and the ability to eliminate energy is increased so that the vibration force is decreased and the force due to earthquake is reduced.
  • FIG. 1 a is a front view of a first preferred embodiment of the present invention.
  • FIG. 1 b is a bottom view of a first preferred embodiment of the present invention.
  • FIG. 1 c is a sectional view along line A-A of FIG. 1 a.
  • FIG. 1 d is a sectional view along line B-B of FIG. 1 a.
  • FIG. 2 a is a front view of a second preferred embodiment of the present invention.
  • FIG. 2 b is a bottom view of a second preferred embodiment of the present invention.
  • FIG. 2 c is a sectional view along line A-A of FIG. 2 a.
  • FIG. 2 d is a sectional view along line B-B of FIG. 2 a.
  • FIG. 3 a is a front view of a third preferred embodiment of the present invention.
  • FIG. 3 b is a bottom view of a third preferred embodiment of the present invention.
  • FIG. 3 c is a sectional view along line A-A of FIG. 3 a.
  • FIG. 3 d is a sectional view along line B-B of FIG. 3 a.
  • FIG. 4 a is a front view of a fourth preferred embodiment of the present invention.
  • FIG. 4 b is a bottom view of a fourth preferred embodiment of the present invention.
  • FIG. 4 c is a sectional view along line A-A of FIG. 4 a.
  • FIG. 4 d is a sectional view along line B-B of FIG. 4 a.
  • FIG. 5 a is a front view of a fifth preferred embodiment of the present invention.
  • FIG. 5 b is a bottom view of a fifth preferred embodiment of the present invention.
  • FIG. 5 c is a sectional view along line A-A of FIG. 5 a.
  • FIG. 5 d is a sectional view along line B-B of FIG. 5 a.
  • FIG. 6 a is a front view of a sixth preferred embodiment of the present invention.
  • FIG. 6 b is a bottom view of a sixth preferred embodiment of the present invention.
  • FIG. 6 c is a sectional view along line A-A of FIG. 6 a.
  • FIG. 6 d is a sectional view along line B-B of FIG. 6 a.
  • FIG. 7 a is a front view of a seventh preferred embodiment of the present invention.
  • FIG. 7 b is a bottom view of a seventh preferred embodiment of the present invention.
  • FIG. 7 c is a sectional view along line A-A of FIG. 7 a.
  • FIG. 7 d is a sectional view along line B-B of FIG. 7 a.
  • FIG. 8 a is a front view of an eighth preferred embodiment of the present invention.
  • FIG. 8 b is a bottom view of an eighth preferred embodiment of the present invention.
  • FIG. 8 c is a sectional view along line A-A of FIG. 8 a.
  • FIG. 8 d is a sectional view along line B-B of FIG. 8 a.
  • FIG. 9 a is a front view of a ninth preferred embodiment of the present invention.
  • FIG. 9 b is a bottom view of a ninth preferred embodiment of the present invention.
  • FIG. 9 c is a sectional view along line A-A of FIG. 9 a.
  • FIG. 9 d is a sectional view along line B-B of FIG. 9 a.
  • FIG. 10 a is a front view of a tenth preferred embodiment of the present invention.
  • FIG. 10 b is a bottom view of a tenth preferred embodiment of the present invention.
  • FIG. 10 c is a sectional view along line A-A of FIG. 10 a.
  • FIG. 10 d is a sectional view along line B-B of FIG. 9 a.
  • FIG. 11 a is a front view of an eleventh preferred embodiment of the present invention.
  • FIG. 11 b is a bottom view of an eleventh preferred embodiment of the present invention.
  • FIG. 11 c is a sectional view along line A-A of FIG. 11 a.
  • FIG. 11 d is a sectional view along line B-B of FIG. 10 a.
  • FIG. 12 a is a front view of a twelfth preferred embodiment of the present invention.
  • FIG. 12 b is a bottom view of a twelfth preferred embodiment of the present invention.
  • FIG. 12 c is a sectional view along line A-A of FIG. 12 a.
  • FIG. 12 d is a sectional view along line B-B of FIG. 11 a.
  • FIGS. 13 a , 13 b , 13 c , 13 d , 13 e , 13 f , 13 g , 13 h show different types of preferred embodiment in accordance with the present invention.
  • the slanting support structure comprises a force exerted unit 1 , a restriction unit 2 , and the end portions of the two lateral sides of the restriction unit are provided with a pivotal hole 31 and a rotatable three directional bearing 32 .
  • the connection of the bearing 32 and the pivotal hole 31 allows the connection between a beam and the slanting support structure to eliminate the impact of the bending distance. This will therefore form into a pure axial force slanting support, and prevent the damage caused by the abrupt lowering of the strength of the tilt support.
  • the structure of the present invention allows the filling of cement slurry.
  • the lateral side of the pivotal hole 31 of the restriction unit 2 is an end plate 4 for the securing of the main force exerted unit 1 (similar structure with reference numbers 11 , 111 , 12 , 121 , 13 , 131 , 14 and 141 ).
  • the end portion of the main force exerted unit 1 is connected to a connection plate 3 to form into a tilt support.
  • the individual elements of the main force exerted unit 1 are provided with partition plate 112 to solder the main force exerted unit 1 as one unit.
  • a steel plate restriction component 214 and an internal steel restriction component 215 are respectively welded to the adjacent face of the main force exerted component, the assembled components are mounted to the outer collars 211 , 212 , of the restriction unit 2 , and connected with the end plate 4 and the end portion connection plate 3 .
  • This will form into a tilt support structure.
  • the lateral support steel beam or steel plate of the restriction unit can provide lateral side support, it further enhances the action of the beam supports 213 , 214 , 215 or the partition plate 111 , 112 .
  • the restriction unit 2 and the main force exerted unit can be selected based on the need of the strength and the material.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

A tilt support structure is disclosed. The structure comprises a force exerted unit and a restriction unit, characterized in that the cross section of the end portion of the force exerted unit is larger than that of the middle section and the force exerted unit is mounted into the restriction unit, the restriction unit includes a single or a plurality of sleeves and in combination with concrete, cement slurry or enhanced steel beam or steel plate to form an external frame to restrict the main force exerted unit so as to prevent damage as a result of compression and the structure is stable under compression or pulling.

Description

    BACKGROUND OF THE INVENTION
  • (a) Technical Field of the Invention
  • The present invention relates to a tilt support structure which can withstand pure axial force and which will eliminate vibration or earthquake force.
  • (b) Description of the Prior Art
  • The tilt support structure will bend when a force is exerted. Before the material has exhibited the capacity to eliminate energy, the excessive stress and strain will cause the tilt support structure to break. Accordingly, it is an objective to improve the strength of the tilt support structure.
  • The restriction tilt support includes the main force exerted unit and a restriction unit. The restriction unit provides support at the side of the main force exerted unit so as to allow the curvature of the main force exerted unit.
  • The interior of the conventional restriction unit has filled with slurry and steel tube restriction. However, the connection is either rigid or semi-rigid connection. This will cause a bending to the tilt support or cause secondary bending effect. Under abrupt lowering of the strength of the tilt support, the structure is damaged.
  • Accordingly, it is an object of the present invention to provide a tilt support structure which mitigate the above drawbacks.
    • SUMMARY OF THE INVENTION
  • Accordingly, it is an object of the present invention to provide a tilt support structure comprising a force exerted unit and a restriction unit, characterized in that the cross section of the end portion of the force exerted unit is larger than that of the middle section and the force exerted unit is mounted into the restriction unit, the restriction unit includes a single or a plurality of sleeves and in combination with concrete, cement slurry or enhanced steel beam or steel plate to form an external frame to restrict the main force exerted unit so as to prevent damage as a result of compression and the structure is stable under compression or pulling.
  • Yet still another object of the present invention is to provide a tilt support structure, wherein the pivotal hole is exerted by the pure axial force, and the ability to eliminate energy is increased so that the vibration force is decreased and the force due to earthquake is reduced.
  • The foregoing object and summary provide only a brief introduction to the present invention. To fully appreciate these and other objects of the present invention as well as the invention itself, all of which will become apparent to those skilled in the art, the following detailed description of the invention and the claims should be read in conjunction with the accompanying drawings. Throughout the specification and drawings identical reference numerals refer to identical or similar parts.
  • Many other advantages and features of the present invention will become manifest to those versed in the art upon making reference to the detailed description and the accompanying sheets of drawings in which a preferred structural embodiment incorporating the principles of the present invention is shown by way of illustrative example.
    • BRIEF DESCRIPTION OF THE DRAWINGS
  • FIG. 1 a is a front view of a first preferred embodiment of the present invention.
  • FIG. 1 b is a bottom view of a first preferred embodiment of the present invention.
  • FIG. 1 c is a sectional view along line A-A of FIG. 1 a.
  • FIG. 1 d is a sectional view along line B-B of FIG. 1 a.
  • FIG. 2 a is a front view of a second preferred embodiment of the present invention.
  • FIG. 2 b is a bottom view of a second preferred embodiment of the present invention.
  • FIG. 2 c is a sectional view along line A-A of FIG. 2 a.
  • FIG. 2 d is a sectional view along line B-B of FIG. 2 a.
  • FIG. 3 a is a front view of a third preferred embodiment of the present invention.
  • FIG. 3 b is a bottom view of a third preferred embodiment of the present invention.
  • FIG. 3 c is a sectional view along line A-A of FIG. 3 a.
  • FIG. 3 d is a sectional view along line B-B of FIG. 3 a.
  • FIG. 4 a is a front view of a fourth preferred embodiment of the present invention.
  • FIG. 4 b is a bottom view of a fourth preferred embodiment of the present invention.
  • FIG. 4 c is a sectional view along line A-A of FIG. 4 a.
  • FIG. 4 d is a sectional view along line B-B of FIG. 4 a.
  • FIG. 5 a is a front view of a fifth preferred embodiment of the present invention.
  • FIG. 5 b is a bottom view of a fifth preferred embodiment of the present invention.
  • FIG. 5 c is a sectional view along line A-A of FIG. 5 a.
  • FIG. 5 d is a sectional view along line B-B of FIG. 5 a.
  • FIG. 6 a is a front view of a sixth preferred embodiment of the present invention.
  • FIG. 6 b is a bottom view of a sixth preferred embodiment of the present invention.
  • FIG. 6 c is a sectional view along line A-A of FIG. 6 a.
  • FIG. 6 d is a sectional view along line B-B of FIG. 6 a.
  • FIG. 7 a is a front view of a seventh preferred embodiment of the present invention.
  • FIG. 7 b is a bottom view of a seventh preferred embodiment of the present invention.
  • FIG. 7 c is a sectional view along line A-A of FIG. 7 a.
  • FIG. 7 d is a sectional view along line B-B of FIG. 7 a.
  • FIG. 8 a is a front view of an eighth preferred embodiment of the present invention.
  • FIG. 8 b is a bottom view of an eighth preferred embodiment of the present invention.
  • FIG. 8 c is a sectional view along line A-A of FIG. 8 a.
  • FIG. 8 d is a sectional view along line B-B of FIG. 8 a.
  • FIG. 9 a is a front view of a ninth preferred embodiment of the present invention.
  • FIG. 9 b is a bottom view of a ninth preferred embodiment of the present invention.
  • FIG. 9 c is a sectional view along line A-A of FIG. 9 a.
  • FIG. 9 d is a sectional view along line B-B of FIG. 9 a.
  • FIG. 10 a is a front view of a tenth preferred embodiment of the present invention.
  • FIG. 10 b is a bottom view of a tenth preferred embodiment of the present invention.
  • FIG. 10 c is a sectional view along line A-A of FIG. 10 a.
  • FIG. 10 d is a sectional view along line B-B of FIG. 9 a.
  • FIG. 11 a is a front view of an eleventh preferred embodiment of the present invention.
  • FIG. 11 b is a bottom view of an eleventh preferred embodiment of the present invention.
  • FIG. 11 c is a sectional view along line A-A of FIG. 11 a.
  • FIG. 11 d is a sectional view along line B-B of FIG. 10 a.
  • FIG. 12 a is a front view of a twelfth preferred embodiment of the present invention.
  • FIG. 12 b is a bottom view of a twelfth preferred embodiment of the present invention.
  • FIG. 12 c is a sectional view along line A-A of FIG. 12 a.
  • FIG. 12 d is a sectional view along line B-B of FIG. 11 a.
  • FIGS. 13 a, 13 b, 13 c, 13 d, 13 e, 13 f, 13 g, 13 h show different types of preferred embodiment in accordance with the present invention.
    • DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
  • The following descriptions are of exemplary embodiments only, and are not intended to limit the scope, applicability or configuration of the invention in any way. Rather, the following description provides a convenient illustration for implementing exemplary embodiments of the invention. Various changes to the described embodiments may be made in the function and arrangement of the elements described without departing from the scope of the invention as set forth in the appended claims.
  • Referring to FIGS. 1 to 10, the slanting support structure comprises a force exerted unit 1, a restriction unit 2, and the end portions of the two lateral sides of the restriction unit are provided with a pivotal hole 31 and a rotatable three directional bearing 32. The connection of the bearing 32 and the pivotal hole 31 allows the connection between a beam and the slanting support structure to eliminate the impact of the bending distance. This will therefore form into a pure axial force slanting support, and prevent the damage caused by the abrupt lowering of the strength of the tilt support.
  • As shown in FIGS. 11 and 12, the structure of the present invention allows the filling of cement slurry. In accordance with the present invention, the lateral side of the pivotal hole 31 of the restriction unit 2 is an end plate 4 for the securing of the main force exerted unit 1 (similar structure with reference numbers 11, 111, 12, 121, 13, 131, 14 and 141). The end portion of the main force exerted unit 1 is connected to a connection plate 3 to form into a tilt support. The individual elements of the main force exerted unit 1 are provided with partition plate 112 to solder the main force exerted unit 1 as one unit. Together with the assemble steel bar restriction component 213, a steel plate restriction component 214 and an internal steel restriction component 215 are respectively welded to the adjacent face of the main force exerted component, the assembled components are mounted to the outer collars 211, 212, of the restriction unit 2, and connected with the end plate 4 and the end portion connection plate 3. This will form into a tilt support structure. The lateral support steel beam or steel plate of the restriction unit can provide lateral side support, it further enhances the action of the beam supports 213, 214, 215 or the partition plate 111, 112.
  • This will avoid the bending of the restriction collars 211, 212 by the main force exerted component and will improve the pressure resistance and shock resistance of the entire tilt support structure.
  • Due to the fact that the end plate 4 is secured at the lateral side, the restriction unit 2 and the main force exerted unit can be selected based on the need of the strength and the material.
  • The advantages of the tilt structure of the present invention include:
      • The structure is reliable.
      • The interior of the restriction unit is formed as a unit, the interface treatment processes are saved and the quality of the product is high.
      • Light weight, the interior of the structure can be checked regularly.
      • The end portion connection is simple, and the number of screws on the steel plates are minimized.
      • No exposed component and the external of the structure has an aesthetically pleasing appearance.
  • It will be understood that each of the elements described above, or two or more together may also find a useful application in other types of methods differing from the type described above.
  • While certain novel features of this invention have been shown and described and are pointed out in the annexed claim, it is not intended to be limited to the details above, since it will be understood that various omissions, modifications, substitutions and changes in the forms and details of the device illustrated and in its operation can be made by those skilled in the art without departing in any way from the spirit of the present invention.

Claims (5)

1. A tilt support structure comprising a force exerted unit and a restriction unit, characterized in that the cross section of the end portion of the force exerted unit is larger than that of the middle section and the force exerted unit is mounted into the restriction unit, the restriction unit includes a single or a plurality of sleeves and in combination with concrete, cement slurry or enhanced steel beam or steel plate to form an external frame to restrict the main force exerted unit so as to prevent damage as a result of compression and the structure is stable under compression or pulling.
2. The tilt support structure of claim 1, wherein the end portion of the tilt support structure is a rotating pivotal hole structure, including a bolt and hole, pad, partition plate and three directional bearing connector connected to a horizontal beam.
3. The tilt support structure of claim 1, wherein the main force-exerted units are sections with different cross-sectional area and the material strength at the middle sectional is lower than that at the end section.
4. The tilt support structure of claim 1, wherein the components of the restriction unit is metallic material, non-material material on the combination of metallic and non-metallic material.
5. The tilt support structure of claim 1, wherein the shape and cross section of the main force exerted unit and the restriction unit can be any shape, and the number of the components can be any number.
US10/919,359 2004-08-17 2004-08-17 Tilt support structure Abandoned US20060037275A1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140041320A1 (en) * 2011-09-22 2014-02-13 Tongji University Seismic-incurred-rupture-resistant deformation-recordable buckling-restrained brace and fabricating method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5471810A (en) * 1991-06-27 1995-12-05 Nippon Steel Corporation Buckling-restriction bracing member
US6826874B2 (en) * 1999-06-30 2004-12-07 Nippon Steel Corporation Buckling restrained braces and damping steel structures
US7174680B2 (en) * 2002-05-29 2007-02-13 Sme Steel Contractors, Inc. Bearing brace apparatus
US7185462B1 (en) * 2003-07-25 2007-03-06 Sme Steel Contractors, Inc. Double core brace
US7225588B2 (en) * 2003-07-08 2007-06-05 Nippon Steel Corporation Damping brace and structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5471810A (en) * 1991-06-27 1995-12-05 Nippon Steel Corporation Buckling-restriction bracing member
US6826874B2 (en) * 1999-06-30 2004-12-07 Nippon Steel Corporation Buckling restrained braces and damping steel structures
US7174680B2 (en) * 2002-05-29 2007-02-13 Sme Steel Contractors, Inc. Bearing brace apparatus
US7225588B2 (en) * 2003-07-08 2007-06-05 Nippon Steel Corporation Damping brace and structure
US7185462B1 (en) * 2003-07-25 2007-03-06 Sme Steel Contractors, Inc. Double core brace

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140041320A1 (en) * 2011-09-22 2014-02-13 Tongji University Seismic-incurred-rupture-resistant deformation-recordable buckling-restrained brace and fabricating method thereof
US8789319B2 (en) * 2011-09-22 2014-07-29 Tongji University Seismic-incurred-rupture-resistant deformation-recordable buckling-restrained brace and fabricating method thereof

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AS Assignment

Owner name: JEN, CHIAO-YU, TAIWAN

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:JEN, CHIAO-YU;CHUANG, PI-YAO;HUANG, WU-JING;REEL/FRAME:015701/0609

Effective date: 20040816

Owner name: JEN, CHIEH, TAIWAN

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:JEN, CHIAO-YU;CHUANG, PI-YAO;HUANG, WU-JING;REEL/FRAME:015701/0609

Effective date: 20040816

Owner name: JEN, TE-WEI, THAILAND

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:JEN, CHIAO-YU;CHUANG, PI-YAO;HUANG, WU-JING;REEL/FRAME:015701/0609

Effective date: 20040816

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION