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1. 发明公开

CN1062941A 拱桥拱肋分段粘接合拢工艺及粘接剂无效
公开(公告)号：CN1062941A
公开(公告)日：1992-07-22
申请号：CN91106601.2
申请日：1991-01-01
申请人：刘定基
发明人：刘定基
IPC分类号： E01D21/04
摘要：钢筋混凝土拱桥拱肋分段吊装粘接合拢工艺及粘接剂，将大、中跨径的钢筋混凝土拱桥拱肋分段预制，用缆索吊装，在各段拱肋接头处使用粘接剂，进行粘接合拢成整体。所用的粘接剂是由环氧树脂、多硫乙烯基树脂、TTOP-38、S-440、二甲酮等组成的改性环氧树脂粘接剂。本发明加快施工进度：降低工程造价，使桥梁工程实现预制、装配化。

2. 发明授权

CN85102731B 一种建造桥跨的方法及桁架式桥跨失效
公开(公告)号：CN85102731B
公开(公告)日：1988-12-21
申请号：CN85102731
申请日：1985-04-16
申请人：布亚格斯特
发明人：皮埃尔·理查得
IPC分类号： E01D21/04 , E01D7/02
摘要：桥梁的预制混凝土三维桁架组是由浇筑的装配块将安装就位的高强度预应力混凝土杆件相互连接构成的。桥跨由若干横向桥段逐一组装起来而构成，桥跨不带桥板，上述三维桁架构成预制横向桥段，将预制桥段安装就位。然后，把桥板构件装在预制桥段的装置上形成完整的桥跨。

3. 发明公开

CN85102731A 桥梁桁架、包括此类桁架的桥跨及桁架建造方法失效
公开(公告)号：CN85102731A
公开(公告)日：1986-10-15
申请号：CN85102731
申请日：1985-04-16
申请人：布亚格斯特
发明人：皮埃尔·理查得
IPC分类号： E01D21/04 , E01D7/02 , E01D19/00
摘要：桥梁的预制混凝土三维桁架组是由浇铸的装配块将安装就位的高强度预应力混凝土杆件相互连接构成的。桥跨由若干横向桥段逐一组装起来而构成，桥跨不带桥板。上述三维桁架构成预制横向桥段，将预制桥段安装就位。然后，把桥板构件装在预制桥段的装置上形成完整桥跨。

4. 发明授权

US4777686A Method of constructing a cable stayed segmental bridge 失效
标题翻译：构造电缆停留节段桥梁的方法
公开(公告)号：US4777686A
公开(公告)日：1988-10-18
申请号：US110536
申请日：1987-10-20
申请人： Jean M. Muller
发明人： Jean M. Muller
IPC分类号： E01D11/04 , E01D19/14 , E01D21/04
CPC分类号： E01D19/14 , E01D11/04
摘要： Precast concrete hollow box girders of a two-wide cable stayed segmental bridge are provided as having inner side slabs of connected girder pairs acting to transfer loads of the box girder pairs to a central location thereof at which they are supported by cable stays.
摘要翻译：提供了一种两宽的斜拉索节段桥梁的预制混凝土空心桁梁，具有连接的梁对的内侧板，用于将箱梁对的载荷传递到其中心位置，在该中心位置处，它们被缆索支撑支撑。

5. 发明授权

US4799279A Method of constructing the approach and main spans of a cable stayed segmental bridge 失效
标题翻译：构造斜拉桥的方法和主跨的方法
公开(公告)号：US4799279A
公开(公告)日：1989-01-24
申请号：US102318
申请日：1987-09-25
申请人： Jean M. Muller
发明人： Jean M. Muller
IPC分类号： E01D11/04 , E01D19/14 , E01D21/04
CPC分类号： E01D19/14 , E01D11/04
摘要： A method of constructing the approach and main spans of a cable stayed segmental bridge as the main span is constructed as a smooth continuation of the approach spans without the need for special equipment or different box girder deck sections. The approach spans are constructed each in succession from opposite sides of the main span after which the main span continues from opposite sides toward a midpoint, while the cable stays are installed. For a two-wide box girder bridge, delta frames interconnect side-by-side box girders at the anchor locations of the cable stays for thereby transferring the static and dynamic loads of the main span toward the center plane of support of the cable stays.
摘要翻译：构造作为主跨的电缆停留节段桥梁的方法和主跨的方法被构造为进近跨度的平滑延续，而不需要特殊设备或不同的箱梁甲板部分。该方法跨越从主跨的相对侧连续构成，之后主跨越从相对侧朝向中点延伸，同时安装缆索。对于双宽箱梁桥，三角架将电缆支架的锚定位置处的并排箱梁连接起来，从而将主跨度的静态和动态载荷转移到电缆支架的支撑中心平面。

6. 发明授权

US4662019A Method of erecting a cable stayed bridge 失效
标题翻译：竖索斜拉桥的方法
公开(公告)号：US4662019A
公开(公告)日：1987-05-05
申请号：US819018
申请日：1986-01-15
申请人： Jean M. Muller
发明人： Jean M. Muller
IPC分类号： E01D11/04 , E01D21/06 , E01D21/04
CPC分类号： E01D11/04 , E01D21/06
摘要： A cable stayed bridge is constructed as having approach deck spans and at least one cable stayed deck bridge section assembled as a unit by employing the deck surfaces of the approach spans as in situ work surfaces for erecting equal deck lengths of the unit. A bridge pylon is supported on a floatable support and extends through an open gap provided in an approach span deck, and cable stays are extended from the pylon for supporting the deck lengths. The completed unit is moved away from the work surfaces and into alignment with a last of the approach spans, and is permanently anchored in place.
摘要翻译：电缆斜桥被构造为具有接近甲板跨度，并且至少一个缆索停留甲板桥段部分作为一个单元组装，通过采用进场的甲板表面作为原位工作表面来架设单元的相同甲板长度。桥式吊架支撑在可浮动的支撑件上并延伸穿过设置在进近跨度甲板上的开放间隙，并且电缆支架从塔架延伸以支撑甲板长度。完成的单元离开工作表面并与最后一个进场跨距对齐，并被永久地锚定在适当位置。

7. 发明授权

US4433525A Method and a device for extending the deck of a bridge or similar structures, with desk segments, using a cable stayed beam 失效
标题翻译：方法和装置，用于使用电缆支撑梁延伸桥梁或类似结构的甲板，带有台架部分
公开(公告)号：US4433525A
公开(公告)日：1984-02-28
申请号：US324016
申请日：1981-11-23
申请人： Pierre Richard
发明人： Pierre Richard
IPC分类号： E01D21/10 , E04G21/00 , E01D21/04
CPC分类号： E01D21/10 , E01D2101/28
摘要： This disclosure relates to the extension of a portion of a deck using deck segments, by means of a cable stayed beam resting on a front hinged support and on a rear support.In a first phase, the overhanging segments are suspended from the beam in a manner known per se and the part 5a of the beam which is downstream of the front support 6 is maintained substantially steady. In a second phase, the segments are joined to said portion by producing a prestress accompanied by a progressive swinging movement by said rear part of the beam.This invention is used for the construction of the deck of a bridge.
摘要翻译：本公开涉及使用甲板段通过搁置在前铰链支撑件上的电缆支撑梁和后支撑件延伸甲板的一部分。在第一阶段中，突出部分以本身已知的方式从梁悬挂，并且在前支撑件6下游的梁的部分5a保持基本稳定。在第二阶段中，通过产生伴随着梁的所述后部的逐渐摆动的预应力，所述段连接到所述部分。本发明用于桥梁甲板的建造。

8. 发明申请

WO9202681A3 CONSTRUCTION EQUIPMENT AND METHOD 审中-公开
标题翻译：建筑设备和方法
公开(公告)号：WO9202681A3
公开(公告)日：1992-03-19
申请号：PCT/US9105318
申请日：1991-07-26
申请人： MULLER J INT
发明人： MULLER JEAN , SAUVAGEOT GERARD
IPC分类号： E01D21/00 , E01D21/06 , E01D21/10 , E01D101/24 , E01D21/04
CPC分类号： E01D21/105
摘要： A bridge construction system includes a first independent longitudinal truss (40) positioned over a first bridge section (2), and a second independent longitudinal truss (40a) positioned over a second section (4). A gantry (50) is movably mounted on the trusses (40, 40a), the gantry (50) having a first leg (210) mounted to the first truss (40) and a second leg (200) mounted to the second truss (40a), the gantry (50) being drivable along the first and second trusses (40, 40a). A gantry drive (940) is provided for controllably driving the gantry (50) along the trusses (40, 40a). A transverse trolley (240) is movably mounted on the gantry (50), the trolley (240) being drivable along the gantry (50) in a direction generally transverse to the longitudinal trusses (40, 40a). The trolley (240) includes a winch (260) for lifting and carrying bridge components to be positioned along the bridge spans over which the longitudinal trusses (40, 40a) are mounted. The trolley (240) is selectively positionable over each of the bridge sections (2, 4).

9. 发明申请

WO1981002032A1 METHOD AND CENTERING FOR THE CONSTRUCTION OF REINFORCED CONCRETE BRIDGES 审中-公开
标题翻译：用于建筑混凝土桥梁的方法和中心
公开(公告)号：WO1981002032A1
公开(公告)日：1981-07-23
申请号：PCT/DE1981000015
申请日：1981-01-17
申请人： STEIDLE GMBH & CO E , SCHWEER R , STEIDLE SAILER M
发明人： STEIDLE GMBH & CO E
IPC分类号： E01D21/04
CPC分类号： E01D21/10 , E01D2101/28
摘要： For the construction step by step of a reinforced concrete bridge, the portions of the bridge are reinforced and concreted on site by using a shuttering (17) fixed to a centering (16). After the setting of the concrete and withdrawal of auxiliary supports (30) (in the case where the portion in question does not rest on a main pile (12)), the centering is lowered with the casing on rails (32) of a portion and lifted at the level of the lower part of the bridge. Then a new deshuttering is made. In the case of settling grounds, the rear end of the centering may whereby be anchored at the end of the previously completed portion. In order to allow the centering to move beyond the pile, respectively beyond the auxiliary supports, arrangements are made so as to allow to move all the portions of the centering or of the casing which are located in the section of the piles or the support, beyond that section. To this effect, the transverse beams (41, 42) are displaceably arranged on longitudinal beams (48) and the shuttering plates on the lower portion may be folded back downwardly. This folding back is effected progressively on the length of the scaffolding.
摘要翻译：对于钢筋混凝土桥梁的逐步施工，桥梁的部分通过使用固定到定心（16）的挡板（17）在现场进行加固和混凝土。在混凝土和辅助支撑件（30）的设置（在所述部分不在主桩（12）上的情况下）之后，定中心将壳体放置在一部分的轨道（32）上并在桥下部的水平抬起。然后进行一个新的deshuttering。在沉降场地的情况下，定心器的后端可以锚定在先前完成的部分的末端。为了允许定心移动超过桩，分别超出辅助支撑件，进行布置以允许移动位于桩或支撑件的部分中的定心或套管的所有部分，超出了那一节。为此，横梁（41,42）可移动地布置在纵梁（48）上，下部的挡板可以向下折叠。这种折叠在脚手架的长度上逐渐受到影响。

10. 发明申请

WO1992002681A2 CONSTRUCTION EQUIPMENT AND METHOD 审中-公开
标题翻译：建筑设备和方法
公开(公告)号：WO1992002681A2
公开(公告)日：1992-02-20
申请号：PCT/US1991005318
申请日：1991-07-26
申请人： J. MULLER INTERNATIONAL
发明人： J. MULLER INTERNATIONAL , MULLER, Jean , SAUVAGEOT, Gerard
IPC分类号： E01D21/04
CPC分类号： E01D21/105
摘要： A bridge construction system includes a first independent longitudinal truss (40) positioned over a first bridge section (2), and a second independent longitudinal truss (40a) positioned over a second section (4). A gantry (50) is movably mounted on the trusses (40, 40a), the gantry (50) having a first leg (210) mounted to the first truss (40) and a second leg (200) mounted to the second truss (40a), the gantry (50) being drivable along the first and second trusses (40, 40a). A gantry drive (940) is provided for controllably driving the gantry (50) along the trusses (40, 40a). A transverse trolley (240) is movably mounted on the gantry (50), the trolley (240) being drivable along the gantry (50) in a direction generally transverse to the longitudinal trusses (40, 40a). The trolley (240) includes a winch (260) for lifting and carrying bridge components to be positioned along the bridge spans over which the longitudinal trusses (40, 40a) are mounted. The trolley (240) is selectively positionable over each of the bridge sections (2, 4).
摘要翻译：桥梁结构系统包括位于第一桥接部分（2）上的第一独立纵向桁架（40）和位于第二部分（4）上方的第二独立纵向桁架（40a）。台架（50）可移动地安装在桁架（40,40a）上，机架（50）具有安装到第一桁架（40）的第一腿部（210）和安装到第二桁架（40）的第二腿部（200） 40a），所述台架（50）可沿着所述第一和第二桁架（40,40a）驱动。提供龙门架驱动器（940），用于沿着桁架（40,40a）可控地驱动龙门架（50）。横向推车（240）可移动地安装在台架（50）上，台车（240）可沿着台架（50）沿大致横向于纵向桁架（40,40a）的方向驱动。手推车（240）包括绞盘（260），用于提升和承载桥梁部件，以沿着跨过其中安装纵向桁架（40,40a）的桥跨。手推车（240）可选择性地定位在每个桥接部分（2,4）上。

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