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    • 22. 发明授权
    • Adjustable truss construction
    • 可调桁架结构
    • US06698152B1
    • 2004-03-02
    • US10164678
    • 2002-06-07
    • Thomas A. Bush
    • Thomas A. Bush
    • E04H1200
    • E04G23/0218E04B5/12E04C3/005E04C3/16E04C3/18E04G23/02E04G23/0244
    • An adjustable truss for reinforcing a floor supported atop horizontal joists has a beam which underlies the floor and includes reinforcing members having spaced apart limbs which provide space for the accommodation of utility components such as wiring, pipes, and conduits. The support members are removable from the beam so as to enable any selected support to be uncoupled from the beam and recoupled thereto following movement of the support member in such manner as to enable the utility components to be accommodated in the space between the limbs. The support members are rockable in either of two opposite direction so as to enable the beam to be adjusted in such manner as to maintain bearing engagement with the underside of the floor.
    • 用于加强支撑在水平托梁顶部的地板的可调节桁架具有位于地板下方的梁,并且包括具有间隔开的四肢的加强构件,其提供空间用于诸如布线,管道和管道的实用部件的容纳。 支撑构件可从梁移除,以便能够使任何所选择的支撑件与梁分离并且在支撑构件移动之后重新耦合到支撑构件,使得能够将实用部件容纳在肢体之间的空间中。 支撑构件可以在两个相反方向中的任一方向上摇摆,以便能够以使得与底板的下侧保持轴承接合的方式来调节梁。
    • 23. 发明申请
    • Joist reinforcing bracket
    • 加强支架
    • US20030126820A1
    • 2003-07-10
    • US10314699
    • 2002-12-10
    • Robert M. CallahanRonald B. Shiflett
    • E04C002/52E04G023/00E02D037/00E04B001/38E04C005/00
    • E04G23/0218E04B5/12E04C3/02E04G23/0244
    • A bracket for reinforcing a wooden joist including a body having a central portion with a base wall. An upper portion is integrally formed with the central portion and has a first wall secured to and extending forwardly from the top of the base wall and a second wall secured to and extending from the front of the first wall. A notch in the top of the base wall extends upwardly through the first and second walls. A lower portion is integrally formed with the central portion and has a third wall secured to and extending at right angles from the bottom of the base wall and a fourth wall secured to and extending at right angles from the third wall. A brace is rigidly affixed to the base wall beneath the notch.
    • 一种用于加强木质托梁的支架,其包括具有带有底壁的中心部分的主体。 上部与中心部分一体地形成,并且具有固定到基壁的顶部并向前延伸的第一壁和固定到第一壁的前部并从第一壁的前部延伸的第二壁。 底壁顶部的凹口向上延伸穿过第一和第二壁。 下部与中心部分整体形成,并且具有固定到基壁的底部并与底壁成直角并从其延伸的第三壁,以及固定到第三壁并与第三壁成直角延伸的第四壁。 支架刚性地固定在凹口下面的底壁上。
    • 24. 发明申请
    • BUCKLING OPPOSING SUPPORT FOR I - JOIST
    • 对于I-JOIST而言,BUCKLING的对手支持
    • WO2004092506A3
    • 2005-06-02
    • PCT/US2004010580
    • 2004-04-06
    • DAVIS JOHN D
    • DAVIS JOHN D
    • E04C3/12E04C3/18E04C3/30
    • E04C3/145E04C3/18E04G23/0244
    • A support device is provided for the preferred application of buckling opposing support (100) of an I-joist (1) having an erroneously cut hole (15) in its web portion (3). The support device may have an approximate U-shape with two substantially parallel bridging structures (110) combined by a structure that combines the bridging structures (110) and provides an alignment reference with the chords. In the case where an erroneously cut hole is identified, the support device (100) may be laterally attached to the I-joist (1) such that both bridging structures (110) flank the erroneously cut hole (15). Once the bridging structures (110) are attached to the web (3), the bridging structures (110) define with the remainder of the web a buckling opposing interface. The support structure preferably monolithically fabricated from sheet metal and scaled in conjunction with dimensional standards of commercially available I-joists.
    • 提供支撑装置用于在其腹板部分(3)中具有错误切割孔(15)的I型托梁(1)的弯曲相对的支撑件(100)的优选应用。 支撑装置可以具有大致U形,其具有两个基本上平行的桥接结构(110),其通过组合桥接结构(110)并且提供与弦的对准基准的结构组合。 在识别出错误切割的孔的情况下,支撑装置(100)可以侧向地附接到I型托梁(1),使得两个桥接结构(110)位于错误切割的孔(15)的侧面。 一旦桥接结构(110)连接到腹板(3)上,则桥接结构(110)限定腹板的其余部分为弯曲的相对接口。 支撑结构优选地由钣金整体制造并且与市售I型托梁的尺寸标准相结合。
    • 26. 发明申请
    • BUCKLING OPPOSING SUPPORT FOR I - JOIST
    • 对于I-JOIST而言,BUCKLING的对手支持
    • WO2004092506A2
    • 2004-10-28
    • PCT/US2004/010580
    • 2004-04-06
    • DAVIS, John, D.
    • DAVIS, John, D.
    • E04C
    • E04C3/145E04C3/18E04G23/0244
    • A support device is provided for the preferred application of buckling opposing support of an I-joist having an erroneously cut hole in its web portion. The support device may have an approximate U-shape with two substantially parallel bridging structures combined by a structure that combines the bridging structures and provides an alignment reference with the chords. In the case where an erroneously cut hole is identified, the support device may be laterally attached to the I-joist such that both bridging structures flank the erroneously cut hole. Once the bridging structures are attached to the web, the bridging structures define with the remainder of the web a buckling opposing interface. The support structure is preferably monolithically fabricated from sheet metal and scaled in conjunction with dimensional standards of commercially available I-joists.
    • 提供了一种支撑装置,用于在其腹板部分中具有错误切割孔的I型托梁的屈曲相对支撑件的优选应用。 支撑装置可以具有大致U形,其具有两个基本上平行的桥接结构,其结合了结合桥接结构并提供与弦的对准基准。 在识别错误​​切割孔的情况下,支撑装置可以横向地附接到I型托梁,使得两个桥接结构位于错误切割的孔的侧面。 一旦桥接结构连接在腹板上,则桥接结构与腹板的其余部分一起形成一个弯曲的相对接口。 支撑结构优选地由金属板整体制造并且与市售的I型托梁的尺寸标准相结合。
    • 28. 发明公开
    • Reinforcement plate
    • Verstärkungsplatte
    • EP2354376A2
    • 2011-08-10
    • EP11152071.4
    • 2011-01-25
    • Illinois Tool Works
    • McAndrew, Scott
    • E04G23/02
    • E04G23/0218E04C3/18E04G23/0244F16B15/0046
    • Dimensional lumber joist assembly comprising a dimensional lumber joist (12), weakened by the removal of a portion of its volume, and a reinforcement plate (10) attached thereto; the reinforcement plate (10) comprising a sheet-like material having a central opening therein aligned with the weakened portion of the joist, a plurality of elongate punch nail holes (60) through the material connecting the plate (10) to the timber (12) and characterised in that: at least a first elongate punch nail hole (60a) is arranged at an angle with respect to at least a second elongate punch nail hole (60b).
    • 尺寸的木材托梁组件包括通过去除其体积的一部分而减弱的尺寸的木材托梁(12)和附接到其上的加强板(10); 所述加强板(10)包括具有与所述托梁的弱化部分对准的中心开口的片状材料,通过将所述板(10)连接到所述木材(12)的材料的多个细长的冲压孔(60) ),其特征在于:至少第一细长冲孔钉(60a)相对于至少第二细长冲孔钉(60b)以一定角度布置。
    • 29. 发明申请
    • BEAM REINFORCING STRUCTURE
    • 梁加固结构
    • US20160002926A1
    • 2016-01-07
    • US14753821
    • 2015-06-29
    • HITACHI METALS TECHNO, LTD.
    • Hisatomo MOCHIZUKITakuya AOKIHidenori TANAKA
    • E04C3/08
    • E04C3/08E04C2/423E04C2/425E04C3/065E04C3/083E04C2003/0452E04G23/0244
    • A beam is an H-shaped steel having flange parts above and under a web part. A through hole is formed on web part to let pipes and the like pass through. A ring beam reinforcing metallic material is disposed through hole. A beam reinforcing metallic material is disposed along the upper and lower flange parts at positions away from the through hole. The beam reinforcing metallic material on the front surface of the web part (opposite side of a flange of the ring beam reinforcing metallic material). The beam reinforcing metallic material in a direction in which a counter-flange surface of the beam reinforcing metallic material faces the flange part. A contacting surface is in contact with web part and is fixed to the web part with a welded section. At this time, the welded section is formed up to the height to which an angle varying section is covered.
    • 梁是H形钢,在腹板部分上方和下方具有凸缘部分。 在腹板部上形成通孔,使管等通过。 环形梁加强金属材料布置成通孔。 梁加强金属材料沿远离通孔的位置沿着上凸缘部分和下凸缘部分设置。 梁部分的前表面上的梁加强金属材料(环梁增强金属材料的凸缘的相对侧)。 梁加强金属材料沿梁加强金属材料的相对凸缘表面朝向凸缘部分的方向。 接触表面与腹板部分接触并且用焊接部分固定到腹板部分。 此时,焊接部形成为覆盖角度变化部的高度。