| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 81 | 一种防水桥面铺装结构 | CN201420815033.7 | 2014-12-19 | CN204356652U | 2015-05-27 | 李爱国; 熊鹰; 王莎; 尹亮; 谢路; 马庆伟; 郭平; 张娟; 李艳 |
| 本实用新型属于桥面建设领域，具体公开了一种防水桥面铺装结构，其特征在于，包括桥面板，在桥面板上面自下而上依次铺筑有封水粘结层、下面层和磨耗层。该桥面铺装结构密实、不透水，且耐久性佳，能够保证桥面的防水性能。 | ||||||
| 82 | 复合材料弓形结构梁 | CN201020103123.5 | 2010-01-28 | CN201610516U | 2010-10-20 | 刘伟庆; 方海; 吴志敏; 陆伟东 |
| 本实用新型公开了一种复合材料弓形结构梁，解决工程上重机械化带来的不便，减少制造成本和运输时间，并且能使得各种材料的性能得到最充分的发挥，它包括混凝土桥面板(1)，其特征是所述混凝土桥面板(1)的下方设有一个或多个FRP外壳(5)，各FRP外壳(5)内均设有混凝土拱(3)，并在混凝土拱(3)外围的空间内填充硬质泡沫(2)，各FRP外壳(5)底部铺设有钢纤维织物(4)。本实用新型具有轻质、高强、抗腐蚀、运输方便、安装方便、制造方便等优点，可用于承受荷载等级较高的公路桥梁与承受重载列车的铁路桥梁，也可用于临时救灾抢险、军事抢建等工程领域。 | ||||||
| 83 | 교량의 신축이음구조 | KR1020190160483 | 2019-12-05 | KR102193032B1 | 2020-12-18 | |
| 84 | 교량 도막방수구조, 교량 도막방수재 및 교량 도막방수공법 | KR1020190109853 | 2019-09-05 | KR102101700B1 | 2020-04-17 | |
| 85 | Sealing arrangement in a bundled tension member for prestressed concrete | US907833 | 1997-08-14 | US5924250A | 1999-07-20 | Dieter Jungwirth; Oswald Nutzel |
| A sealing arrangement for closing off the areas to be filled with a casting compound of a tension member composed of a bundle of individual elements arranged within a tubular sheathing, for example, a stay cable of a cable-stayed bridge, includes a sealing plug composed of a first sealing layer of a deformable, non-flowable sealing material introduced between the individual elements, a second sealing layer of a setting or hardenable material introduced in a flowable state and arranged adjacent the first sealing layer in the direction toward the area to be filled out with casting compound. | ||||||
| 86 | Cable damping device | US910882 | 1997-08-13 | US5857712A | 1999-01-12 | Seinosuke Kato |
| A vibration dumping device for cables used in a diagonal stress bridge is disclosed. The dumping device includes an anchor pipe 5, an anchor flange 7, and a cable flange 9. The anchor flange 7 is secured to the anchor pipe 5, while the cable flange 9 is secured to the cable 6 in an encircling relationship. The dumping device also includes an aligning flange 8. The aligning flange 8 includes mounting portions (slotted holes) 8c which permits the aligning flange 8 to be mounted on the anchor flange 7 in an eccentric relationship therewith. The aligning flange 8 also includes mounting seats (stud bolts) 8b for visco-elastic bodies 11. The aligning flange 8 is mounted on the anchor flange 7, with the center defined by the mounting seats 8b for the visco-elastic bodies being aligned with the longitudinal center of the cable 6. The visco-elastic bodies 11 are clampedly mounted between the aligning flange 8 and the cable flange 9. | ||||||
| 87 | Load bearing concrete panel reconstruction | US299618 | 1989-01-23 | US4991248A | 1991-02-12 | John H. Allen |
| Prior art supported, load bearing concrete panels having flexural reinforcing materials within the top and bottom halves, are over-designed, and experience increased deterioration and increased severity of cracks in the top surface due to flexural reinforcing materials which are located within the tip half of the panel. It is now taught that existing deteriorated concrete panels can be reconstructed by removing the upper concrete containing the upper layer of flexural reinforcing means for carrying bending moment tension stressed in the top half of panels (12), over interior supports (14), while maintaining such flexural reinforcing means (20) confined to the lower half of the panel, has sufficient flexural strength of the panel (12) to support expected loads. Such panels (12), will exhibit improved durability and reduced tip surface (16) cracking. Preferred techniques for controlling top half cracking from temperature and shrinkage of the panel are set forth. | ||||||
| 88 | Method for coating steel structures in water | US880430 | 1986-06-30 | US4728544A | 1988-03-01 | Eishi Asoshina; Masato Shimizu; Kazufumi Hamabuchi; Shunichi Hitoshi; Kotaro Yoshida; Kazuyuki Doi |
| A method for coating steel structures in water which comprisescoating as a first layer an underwater-curable composition comprising(1) a two-pack resin blend system comprising(a) a blend system comprising an epoxy-based resin, and(b) a blend system comprising an underwater-curable curing agent capable of hardening the epoxy-based resin blend system, and(2) from 5 to 75% by weight, based on the total weight of the underwater-curable composition, of a metal powder having an ionization tendency greater than that of iron,on the steel structures, andcoating an underwater-curable composition comprising the two-pack resin blend system and a coloring pigment on the first layer as a second layer. | ||||||
| 89 | Method of making structural bearings | US410948 | 1982-08-24 | US4429450A | 1984-02-07 | William E. Reeve |
| A modular element for a bridge or structural bearing having metal plates encased within layers of vulcanized rubber is formed in a press including a lower member with at least one post or pin extending upwardly through corresponding holes in the metal plates. A vulcanized rubber plug is inserted and retained in each hole in the modular element after it is removed from the press. | ||||||
| 90 | Cyclic shear energy absorber | US731453 | 1976-10-12 | US4117637A | 1978-10-03 | William Henry Robinson |
| A cyclic shear energy absorber interposed or to be interposed between members of a structure which may be caused by incoming energy to oscillate relative to each other. Such an absorber would have application in isolating a structure such as a building or nuclear power station from movements of its foundation caused by an earthquake. Similarly such an absorber could also dampen movement of a building caused by high wind. The absorber of the invention makes use of the fact that when a metal is plastically deformed, energy is absorbed. Lead which is the best example of such a material from a practical point of view is able to recover and recrystallize within a second or so, thus making the energy absorbing material available to absorb energy resulting from a relative movement opposite to that that caused the immediately preceding deformation under shear. | ||||||
| 91 | Shock control device for use in the construction of buildings such as bridges and the like | US618551 | 1975-10-01 | US3986222A | 1976-10-19 | Shusuke Miyazaki; Yasuo Maehara; Wataru Abe; Ikuo Shimoda |
| There is described a control device particularly suitable for use in the construction of buildings such as continuous girder or truss bridges, elevated highways and the like, for the purpose of controlling vertically imposed loads, more particularly, for the purpose of attenuating mechanical vibrations or impacts as will be caused by braking or starting land vehicles or earthquakes, dispersing horizontally an acting forces at the joint of an upper structure of a bridge such as a girder and a lower structure such as a pier, particularly at a fixed shoe (bridge bearing) on the pier. | ||||||
| 92 | Bearing pad and bridge construction | US51859474 | 1974-10-29 | US3924907A | 1975-12-09 | CZERNIK DANIEL E; MCDOWELL DONALD J |
| A bridge bearing pad assembly to be positioned between a bridge member and a bridge support. The bearing pad assembly comprises a slide plate assembly and a bearing pad. The bearing pad includes a main body portion at least one inch thick of an elastomer having a durometer of from about 40 to 65. An intermediate layer of an elastomer of from about 1/16 to 1/4 inch and having a durometer of from about 80 to 100 overlies the main body portion. Stiffening shims are embedded in the main body portion and one lies at its upper surface and directly below the intermediate. A thin layer of Teflon overlies the intermediate layer. All of the layers are preferably vulcanized to each other. The slide plate assembly provides a stainless steel slide plate larger than the confronting bearing pad slide surface to slide against the Teflon and to cover it throughout the entire design range of relative movement.
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| 93 | Movable access ramp for vehicles | US37205173 | 1973-06-21 | US3846860A | 1974-11-12 | KUMMERMAN H |
| A foldable ramp for loading and unloading a roll on-roll off type cargo ship and consisting of three pivotally interconnected sections the innermost one of which is pivoted with its inboard end to the ship for being lowerable and extendable onto a wharf by ramp handling cables and winches provided on the ship. The two outboard sections of the ramp are connected by ropes and sheaves to king-posts provided on the ship for automatically extending said sections while lowering the innermost ramp section through gravity.
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| 94 | COMPOSITE ELEMENTS | PCT/EP2000/010521 | 2000-10-25 | WO01032415A1 | 2001-05-10 | |
| The invention relates to composite elements comprising the following layered structure: (i) 2 to 20 mm metal, (ii) 10 to 300 mm plastic, (iii) 2 to 20 mm metal, whereby (i) and/or (iii) optionally comprise a closable opening. | ||||||
| 95 | STRUCTURAL CABLE FOR CIVIL ENGINEERING WORKS, SHEATH SECTION FOR SUCH A CABLE AND METHOD FOR LAYING SAME | PCT/FR2000/001462 | 2000-05-29 | WO00075418A1 | 2000-12-14 | |
| The invention concerns a cable comprising a bundle of substantially parallel stretched strands (3) contained in at least a plastic protective sheath section (1). The plastic material of the sheath section extends between the strands to form a coherent matrix for spacing the strands. The invention is particular useful as prestressed cable, bracing guy or carrying cables for suspension bridges. | ||||||
| 96 | METHOD AND DEVICE FOR FIXING A LOAD-TRANSMITTING ELEMENT ON A CABLE, AND CABLE-SUSPENDED BRIDGE COMPRISING SAID DEVICES | PCT/FR1999/001441 | 1999-06-16 | WO99067550A1 | 1999-12-29 | |
| The invention concerns a device comprising a collar formed by two shells (10a, 10b),designed to be linked with the load-transmitting element. The cable comprises an assembly of tightly packed strands, perpendicular to the collar, in a matrix filling up the interstices between the strands. Said matrix is, wholly or partly, made of a plastic material capable of creeping when the collar is clamped. The clamping is carried out by using elongated elements (17) transmitting a clamping load to the collar shells. Said elongated elements are stressed so as to present a longitudinal elastic deformation much higher than the maximal compacting of the matrix creep, thereby preventing ill-timed unclamping of the collar. | ||||||
| 97 | 一种整体式预制聚合物人行拱桥 | CN202322492466.5 | 2023-09-14 | CN220977652U | 2024-05-17 | 孙洪鹏; 田秀凤; 洪斌; 王建翎; 高歌 |
| 本实用属于预制件技术领域，具体涉及一种整体式预制聚合物人行拱桥，包括拱圈，拱圈包括两个对称的拱肋，两个拱肋均呈弧形结构且相互靠近的一侧之间等距安装有多个横系梁，两个拱肋的两端均设置有绿化组件，两个拱肋的上表面之间安装有踏步，踏步的两侧均等距安装有多个栏杆扶手，栏杆扶手的一端均竖直延伸到踏步的上方；绿化组件包括设置在拱肋一端的大花盆模，大花盆模的下端均安装有多个大圆管，大圆管的一端均垂直延伸进对应大花盆模内部，栏杆扶手远离踏步的一侧均一体化安装有小花盆模。本实用能够将拱圈和花盆一体化成型，还可种植绿化植物抓牢地面，有利于对人行拱桥两端进行加固。 | ||||||
| 98 | 一种足尺铺装结构 | CN202123364462.6 | 2021-12-28 | CN217053030U | 2022-07-26 | 赵佳军; 黄若昀; 李英涛; 卜勇; 祝争艳; 马辉 |
| 本实用新型公开了一种足尺铺装结构，由下至上依次包括钢桥面板基础层、纤维穿刺连接层、树脂粘合型栓筋骨架的混凝土结构层、环氧砂浆找平层、弹性颗粒缓冲层。该结构以混凝土作为钢桥面铺装具有刚度补强作用；通过树脂粘合碎石和纤维形成粗糙穿刺锚杆式的连接面，保障铺装与钢桥面板的有效连接；树脂粘合栓钉同时兼顾抗剪键和支撑钢筋网作用；栓钉及钢筋网骨架上覆有树脂粘弹性界面，减少混凝土铺装中两种材料接触位置集中应力；设置环氧砂浆找平层可解决桥面现浇混凝土铺装中平整度及坡度难控制问题；树脂混合碎石和橡胶颗粒形成弹性缓冲层，减缓行车荷载应力和行车噪声的同时，提升桥面铺装舒适性。 | ||||||
| 99 | 一种耐冲击的碳纤维拉索索体 | CN202122889367.1 | 2021-11-23 | CN216474216U | 2022-05-10 | 汤亮; 顾庆华; 张海良; 何旭初; 章伟; 斯晓青; 俞建群 |
| 一种耐冲击的碳纤维拉索索体包括一个复合束股，以及一个包裹于所述复合束股外侧的保护层。所述复合束股包括一个碳纤维束，以及一个设置于所述碳纤维束外侧的加强层。所述碳纤维束包括多个碳纤维棒。所述加强层包括多个钢丝。所述保护层包括设置于所述复合束股外侧的绕包带，以及设置于所述绕包带背向所述复合束股一侧的防护层。多个所述钢丝依次排列于所述碳纤维束的外侧，且所述钢丝的延伸方向与所述碳纤维棒的延伸方向一致。所述碳纤维棒与所述钢丝之间同向绞合在一起，以使所述碳纤维棒与所述钢丝之间稳定。该耐冲击的碳纤维拉索索体结构简单，制造方便，抗冲击，使用寿命长，弥补了碳纤维材料抗的缺陷，提高了索体的抗冲击性能。(ESM)同样的发明创造已同日申请发明专利 | ||||||
| 100 | 一种重型异形改性橡胶木胶合木梁 | CN202022868109.0 | 2020-12-04 | CN215976798U | 2022-03-08 | 雷盼盼; 韩璐遥; 符造典 |
| 本实用新型公开了一种重型异形改性橡胶木胶合木梁，包括第一夹持木、支撑木和第二夹持木，所述第一夹持木的一侧粘接有支撑木，所述支撑木的一侧粘接有第二夹持木，所述支撑木的中部设置有预制弧形架，所述预制弧形架的一端固定连接有连接底座。本实用新型通过结构板的设置，起到从胶合木内部提高木梁强度的效果，通过结构板为铝合金材质的设置，能够降低结构板的重量，通过预制弧形架的设置，能够增加对压力的承受强度，通过定位槽和定位块的配合设置，起到增加结构板与预制弧形架连接紧固度的效果，减少断裂，通过第一结合齿和第二结合齿的配合设置，起到增加接触面积的效果，从而增加胶水的接触面，增加胶粘的强度。 | ||||||
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