公开(公告)号：US09695559B2

公开(公告)日：2017-07-04

申请号：US15029278

申请日：2014-10-13

Applicant: INGETURARTE, S.L.

Inventor： Jorge Aparicio Garcia

IPC: E01D19/00 ,  E01D19/06 ,  E01D19/02 ,  E01D101/10 ,  E01D101/26

CPC classification number: E01D19/06 ,  E01D19/02 ,  E01D19/067 ,  E01D2101/10 ,  E01D2101/26

Abstract: A transition slab connected at opposing ends to a deck compression slab and to an anchoring. The transition slab absorbs the expansions of the deck by means of compressing sheets of polymer, elastomer or the like, that are arranged in parallel spacing and integrated in the transition slab to be oriented perpendicular to the longitudinal direction of the road. The transition slab absorbs the contraction movements of the deck limited expansion due to the summation of crack openings in induced cracks. Crack planes are created by forms made of wood, polymer or the like arranged in parallel, spaced relation within the body of the transition slab.

公开(公告)号：US08906480B2

公开(公告)日：2014-12-09

申请号：US13705953

申请日：2012-12-05

Applicant: Anthony Hardwood Composites, Inc.

Inventor： Jon C. Fiutak ,  Toby Q. Edwards ,  Douglas R. Medlin

IPC: B32B3/10 ,  E01C9/08 ,  E01C5/14

CPC classification number: E01C5/14 ,  E01C9/086 ,  E01C2201/167 ,  E01D2101/10 ,  E04B5/10 ,  E04B5/12 ,  Y10T428/18 ,  Y10T428/24174

Abstract: A support mat includes a plurality of vertically oriented individual wood members adhesively bonded to each other, each of the individual wood members having wide faces oriented parallel to a direction of a load applied to the support mat, the support mat having outboard wood members, the outwardly facing wide faces of the outboard wood members defining a wide face of the support mat. The support mat also includes least two protective edge members, each protective edge member having an inboard wide face, each of the at least two protective edge members positioned against one the wide faces of the support mat. At least two substantially rigid fasteners extend through and connect each of the protective edge members and adjacent wood members. The wood members, protective edge members, and fasteners define a substantially rigid support mat having a substantially planar wide face.

Abstract translation: 支撑垫包括彼此粘合地粘合的多个垂直取向的单个木构件，每个单个木构件具有平行于施加到支撑垫的负载方向的宽面，具有外侧木构件的支撑垫， 外侧木质构件的向外的宽面限定了支撑垫的宽面。 支撑垫还包括至少两个保护边缘构件，每个保护边缘构件具有内侧宽面，所述至少两个保护边缘构件中的每一个抵靠支撑垫的宽面定位。 至少两个基本刚性的紧固件延伸穿过并连接每个保护边缘构件和相邻的木构件。 木构件，保护边缘构件和紧固件限定具有基本平坦的宽面的基本刚性的支撑垫。

公开(公告)号：US20040074183A1

公开(公告)日：2004-04-22

申请号：US10231989

申请日：2002-08-30

Inventor： Walter G. M. Schneider III ,  Harvey B. Manbeck ,  John J. Janowiak

IPC: E04B001/16 ,  E04G021/00

CPC classification number: E04F15/04 ,  E01D19/125 ,  E01D2101/10 ,  E04B5/023 ,  E04B5/04 ,  E04B5/10 ,  E04B5/12 ,  E04B2005/237 ,  E04C3/292 ,  E04F2201/0505 ,  E04F2201/07

Abstract: A wood deck connection system and a method for the installation of wooden deck panels using the system is disclosed. The reliable shear withdrawal connection system comprises a headed connector mechanically fastened to a steel, concrete or wooden girder, a wood-based deck panel having a receiver hole bored therein, and a grout agent deposited throughout the receiver hole. The deck connection system enables top-side installation of deck panels and provides improved shear strength, withdrawal resistance, reliability and fatigue behavior of the wooden deck system.

Abstract translation: 公开了一种木甲板连接系统和使用该系统安装木质甲板的方法。 可靠的剪切提取连接系统包括机械地固定到钢，混凝土或木梁的头连接器，具有钻孔的接收器孔的木质甲板板和沉积在整个接收器孔中的浆料。 甲板连接系统可以在甲板面板的顶部安装，并提供木甲板系统的改进的剪切强度，退回阻力，可靠性和疲劳性能。

公开(公告)号：US5727272A

公开(公告)日：1998-03-17

申请号：US543852

申请日：1995-10-12

Applicant: Emil Peter

Inventor： Emil Peter

IPC: E01D1/00 ,  E01D6/00

CPC classification number: E01D1/00 ,  E01D2101/10 ,  E01D2101/26

Abstract: The composite structure made of wood and reinforced concrete can be used for bridges, roofs etc. In a bridge, a plate of reinforced concrete carries the roadway and rests on a truss comprising lower and upper chords, transversal girders and struts made of wood and posts made of reinforced concrete. The lower struts are reinforced with steel ties, follow a bent curve and are anchored in lateral end sections. Forces in the wooden parts all extend along the wood's fibre, which increases the maximum load capacity. The concrete posts allow a simple assembly of the wooden elements. The weight of the construction is low, its load bearing capacity high.

Abstract translation: 由木材和钢筋混凝土制成的复合结构可用于桥梁，屋顶等。在桥梁中，钢筋混凝土板承载道路并搁置在桁架上，桁架包括下和上和弦，横梁和木杆和支柱 钢筋混凝土制成。 下支柱用钢丝扣加固，沿弯曲曲线并锚定在侧端部分。 木制部件的力量都沿着木材的纤维延伸，这增加了最大的承载能力。 混凝土柱允许简单地组装木质元件。 施工重量低，承重能力高。

公开(公告)号：US5024036A

公开(公告)日：1991-06-18

申请号：US541547

申请日：1990-06-21

Applicant: David W. Johnson

Inventor： David W. Johnson

IPC: A47B47/04 ,  A47B73/00 ,  B29C70/52 ,  E01D1/00 ,  E04B1/19 ,  E04B1/58 ,  E04C3/12 ,  E04C3/28 ,  E04C3/42 ,  E04G1/04 ,  E04H12/02 ,  E04H12/24 ,  E04H17/14 ,  F16B12/12

CPC classification number: A47B47/04 ,  A47B73/00 ,  B29C70/525 ,  E01D1/00 ,  E04B1/19 ,  E04C3/12 ,  E04C3/28 ,  E04C3/42 ,  E04G1/04 ,  E04H12/02 ,  E04H17/1439 ,  F16B12/125 ,  E01D2101/10 ,  E01D2101/26 ,  E01D2101/30 ,  E01D2101/40 ,  E04B2001/1924 ,  E04B2001/1927 ,  E04B2001/1933 ,  E04B2001/1945 ,  E04B2001/1948 ,  E04B2001/1963 ,  E04B2001/1975 ,  E04B2001/1984 ,  E04B2001/199 ,  E04B2001/1993 ,  E04B2001/5893 ,  E04H12/24 ,  Y10S52/10 ,  Y10T403/7001 ,  Y10T403/7096

Abstract: A multi-cellular, multi-purpose lattice is constructed from a matrix of elongated members which interdect at 3-dimensional joints at which the members interlock to define a completely rigid joint without the use of fasteners or adhesives. Specific implementations of the invention include an equipment support structure and a bridge. Other refinements to the basic lattice construction include diagonal braces, the narrowing of the elongated members between joints for weight considerations, the radiused treatment of member edges and notches, and other details of construction.

Abstract translation: 多细胞多用途格子由细长构件的矩阵构成，其在三维接头处切入，在该结构处构件互锁以限定完全刚性的接头而不使用紧固件或粘合剂。 本发明的具体实现包括设备支撑结构和桥。 对基本格子结构的其他改进包括对角撑杆，用于重量考虑的关节之间的细长构件的缩小，构件边缘和凹口的圆角处理以及构造的其它细节。

公开(公告)号：US4068442A

公开(公告)日：1978-01-17

申请号：US664494

申请日：1976-03-08

Applicant: Arthur L. Troutner

Inventor： Arthur L. Troutner

IPC: E01D4/00 ,  E04B1/32 ,  E04B7/08 ,  E04C3/02 ,  E04B5/52

CPC classification number: E04B7/08 ,  E01D4/00 ,  E04B1/32 ,  E01D2101/10 ,  E01D2101/30 ,  E01D2101/40 ,  E04B2001/3241 ,  E04B2001/3252 ,  E04B2001/3276

Abstract: An integral, truss-supported deck suitable for massive applications such as stadia and bridges having clear spans of several hundred feet comprises outer and inner spaced chords each comprising at least one pair of substantially coplanar planks; a plurality of truss web members arranged zig-zag between the chords; a plurality of side connectors positioned in longitudinally spaced relation along the adjacent side edges of each plank pair, first fasteners fastening the ends of adjacent web members to the adjacent side connectors, thereby connecting the web members to the planks; and second fasteners fastening the side connectors to the adjacent planks, thereby connecting the planks to each other.

Abstract translation: 适用于大规模应用的整体的桁架支撑的甲板，例如具有数百英尺的清晰跨度的体育场和桥梁，包括外部和内部间隔的和弦，每个弦杆包括至少一对基本上共面的木板; 多个桁架腹板构件在和弦之间排列成Z字形; 多个侧连接器沿着每个板条对的相邻侧边缘沿纵向间隔开地定位，第一紧固件将相邻腹板构件的端部紧固到相邻的侧连接器，从而将腹板构件连接到木板上; 以及将侧连接器固定到相邻板条的第二紧固件，从而将板条彼此连接。

公开(公告)号：US2333327A

公开(公告)日：1943-11-02

申请号：US46661742

申请日：1942-11-23

Applicant: MERRIDITH WILLIAM K

Inventor： MERRIDITH WILLIAM K

IPC: E01D2/00

CPC classification number: E01D2/00 ,  E01D2101/10

公开(公告)号：US20070234490A1

公开(公告)日：2007-10-11

申请号：US11501365

申请日：2006-08-08

Applicant: Mordehay Carmel

Inventor： Mordehay Carmel

IPC: E01D15/12

CPC classification number: E01D15/122 ,  E01D2101/10 ,  E01D2101/30 ,  E01D2101/40 ,  E04B1/3205

Abstract: A mobile compression and tension bridge and shelter structure having a plurality of individual structural elements that are parallel to each other and perpendicular to the length of the bridge or shelter and are flexibly connected to one another on a bottom surface forming an arch caused by the shape of the elements or by placing spacers between the elements with at least one tension device attached to each structural element.

Abstract translation: 一种移动式压缩和张紧桥和防护结构，其具有多个独立的结构元件，它们彼此平行且垂直于桥梁或遮蔽物的长度，并且在由形状引起的形成拱形的底部表面上彼此柔性地连接 或者通过在每个结构元件附接至少一个张力装置之间放置间隔件。

公开(公告)号：US5597629A

公开(公告)日：1997-01-28

申请号：US325981

申请日：1995-01-26

Applicant: David W. Johnson

Inventor： David W. Johnson

IPC: A47B47/04 ,  A47B73/00 ,  B29C70/52 ,  E01D1/00 ,  E04B1/19 ,  E04B1/58 ,  E04C3/12 ,  E04C3/28 ,  E04C3/42 ,  E04C3/46 ,  E04G1/04 ,  E04H12/02 ,  E04H12/24 ,  E04H17/14 ,  F16B7/04 ,  F16B12/12 ,  B29D22/00

CPC classification number: F16B7/0446 ,  A47B47/04 ,  A47B73/00 ,  B29C70/525 ,  E01D1/00 ,  E04B1/19 ,  E04C3/12 ,  E04C3/28 ,  E04C3/42 ,  E04C3/46 ,  E04G1/04 ,  E04H12/02 ,  E04H17/1439 ,  F16B12/125 ,  E01D2101/10 ,  E01D2101/26 ,  E01D2101/30 ,  E01D2101/40 ,  E04B2001/1924 ,  E04B2001/1927 ,  E04B2001/1933 ,  E04B2001/1945 ,  E04B2001/1948 ,  E04B2001/1957 ,  E04B2001/1963 ,  E04B2001/1975 ,  E04B2001/1984 ,  E04B2001/199 ,  E04B2001/1993 ,  E04B2001/5893 ,  E04H12/24 ,  Y10T156/1008 ,  Y10T156/101 ,  Y10T156/1051 ,  Y10T428/1362 ,  Y10T428/24033 ,  Y10T428/24446 ,  Y10T428/24645 ,  Y10T428/24686 ,  Y10T428/24785

Abstract: To produce a pultrusion which can be machined without undue strength loss bidirectional woven fiber fabric is modified to be pultrudable into a high shear strength composite member. In a preferred form of the invention the fabric is pleated in the pultrusion process to create an endless wall of stacked switchback pleated layers which defines a box beam wall in one example, and the shaft of a bolt in another. Products produced by this process have improved isotonic strength qualities over currently produced pultrusions, which are limited to unidirectional fibers, continuous fiber mats, or alternating layers of non-woven 0.degree. and 90.degree. cloth and do not have the shear strength inherent in the pleated configuration.

Abstract translation: 为了生产可以在没有不适当强度损失的情况下加工的拉挤成型，双向织造纤维织物被改性成可拉挤成高剪切强度的复合材料。 在本发明的优选形式中，织物在拉挤成型工艺中打褶以在一个示例中形成层叠的折回折叠层，其限定了箱形梁壁，并且在另一个示例中形成了螺栓的轴。 通过该方法生产的产品具有超过目前生产的拉挤挤出物的等渗强度特性，其仅限于单向纤维，连续纤维垫或无纺织物0°和90°布的交替层，并且不具有褶皱固有的剪切强度 组态。

公开(公告)号：US5247774A

公开(公告)日：1993-09-28

申请号：US715912

申请日：1991-06-14

Applicant: David W. Johnson

Inventor： David W. Johnson

IPC: B29C70/52 ,  E01D1/00 ,  E04B1/19 ,  E04B1/58 ,  E04C3/12 ,  E04C3/28 ,  E04C3/42 ,  E04G1/04 ,  E04H12/02 ,  E04H12/24 ,  E04H17/14

CPC classification number: E04G1/04 ,  B29C70/525 ,  E01D1/00 ,  E04B1/19 ,  E04C3/12 ,  E04C3/28 ,  E04C3/42 ,  E04H12/02 ,  E01D2101/10 ,  E01D2101/26 ,  E01D2101/30 ,  E01D2101/40 ,  E04B2001/1924 ,  E04B2001/1927 ,  E04B2001/1933 ,  E04B2001/1945 ,  E04B2001/1948 ,  E04B2001/1957 ,  E04B2001/1963 ,  E04B2001/1975 ,  E04B2001/1984 ,  E04B2001/199 ,  E04B2001/1993 ,  E04B2001/5893 ,  E04H12/24

Abstract: A high voltage electrical transmission line tower is constructed virtually completely from insulated pultruded composites, enabling the closer spacing of conductors and the creation of a smaller tower structure and weighing half or less the weight of a steel tower with the same power transmitting capabilities.

Abstract translation: 高压输电线塔实际上完全由绝缘的拉挤成型复合材料构成，能够使导体间距更靠近，并产生较小的塔架结构，并且具有相同功率传输能力的钢塔重量的一半或更小。