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1. 发明专利

JP2013053416A Pipe roof construction method 有权
标题翻译：管道屋顶施工方法
公开(公告)号：JP2013053416A
公开(公告)日：2013-03-21
申请号：JP2011190830
申请日：2011-09-01
申请人： Taisei Corp , 大成建設株式会社
发明人： FUKUDA TAKAMASA , TANIGUCHI ATSUSHI
IPC分类号： E21D9/04 , E21D11/15 , E21D11/36
摘要： PROBLEM TO BE SOLVED: To provide a pipe roof construction method for efficiently constructing a pipe roof with high structural reliability while permitting errors in constructing tunnels.SOLUTION: The pipe roof construction method comprises: a first step of constructing a plurality of tunnels side by side in a ground; and a second step of mounting a guide member in a start side tunnel where steel pipes R for the pipe roof are inserted into the ground for guiding the steel pipes R to the inner space side of a segment (steel segment) S, inserting the steel pipes R via the guide member into the ground until arriving at an arrival side tunnel, and bridging the pipe roof R between both tunnels to form forepoling timbering, and fixing a supporting member 3 to the inner space face of the segment (steel segment) S of the sart side tunnel while using the supporting member 3 for supporting the steel pipes R at their ends protruded from the guide member to the inner space side of the segment (steel segment) S of the start side tunnel.
摘要翻译：要解决的问题：提供一种管道屋顶施工方法，用于有效地构建具有高结构可靠性的管道屋顶，同时允许构造隧道的错误。解决方案：管道屋顶施工方法包括：在地面上并排构造多条隧道的第一步骤; 以及将引导构件安装在起始侧隧道中的第二步骤，其中用于管道顶部的钢管R插入到用于将钢管R引导到段（钢段）S的内部空间侧的地面中，将钢通过引导构件将管道R引入地面，直到到达侧面隧道，并且将两个隧道之间的管道屋顶R桥接以形成前端木材，并将支撑构件3固定到段（钢段）S的内部空间面在使用支撑构件3的情况下，将支撑构件3支撑在从导向构件突出的端部到起始侧隧道的段（钢段）S的内部空间侧。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2012172483A Underground structure and construction method of underground structure 有权
标题翻译：地下结构的地下结构与施工方法
公开(公告)号：JP2012172483A
公开(公告)日：2012-09-10
申请号：JP2011038336
申请日：2011-02-24
申请人： Taisei Corp , 大成建設株式会社
发明人： NAKAMARU SOICHIRO , TAGUCHI RYUJI , OISHI NORIHIRO , MURAKAMI TATSUYA , HIDAKA NAOTOSHI , OKAJIMA KAZUYOSHI , OKUDA YUTAKA , FUKUDA TAKAMASA
IPC分类号： E21D13/02 , E21D11/10 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To provide an underground structure and a construction method of the underground structure, in which a steel shell skeleton and a concrete skeleton can be easily joined to each other.SOLUTION: An underground structure 1 comprises: steel shell skeletons 10 each formed by connecting a plurality of segment pieces 11, 11, ... with each other; concrete skeletons 20 each formed on an outer side of the steel shell skeleton 10; and joint pieces 30 each joined to a joint 40 provided in the steel shell skeleton 10. The joint 40 is provided with a through-hole formed in the segment piece 11 and connection ribs arranged upright on both sides of the through-hole and sandwiching it, and the joint piece 30 includes an embedment beam penetrating through the through-hole and embedded in the concrete skeleton 20 and a base end plate having an outer shape larger than that of the through-hole and fixed to the connection rib.
摘要翻译：要解决的问题：提供一种地下结构的地下结构和施工方法，其中钢壳骨架和混凝土骨架可以彼此容易地接合。解决方案：地下结构1包括：钢壳骨架10，每个钢壳骨架10通过将多个段片11,11彼此连接而形成; 每个形成在钢壳骨架10的外侧上的混凝土骨架20; 以及接合件30，其各自与设置在钢壳骨架10中的接头40接合。接头40设置有形成在分段件11中的通孔和在通孔的两侧竖立设置的连接肋并将其夹在中间接头片30包括穿透通孔嵌入混凝土框架20的嵌入梁和具有比通孔大的外形的基端板，并固定在连接肋上。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2011012495A Segment and segment joint 有权
标题翻译：部门和部门联合
公开(公告)号：JP2011012495A
公开(公告)日：2011-01-20
申请号：JP2009158921
申请日：2009-07-03
申请人： Taisei Corp , 大成建設株式会社
发明人： FUKUDA TAKAMASA , NISHIOKA IWAO , HATTORI YOSHIFUMI , KAWASHIMA HIROSHI , NISHIDA YOSHIO
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a segment capable of securing fixing performance without increasing the size of a segment joint.SOLUTION: The segment 1 of a tunnel includes a skin plate 2 forming an outer peripheral surface of the tunnel, main girders 3, 3 erected at both side edges thereof at an interval in the axial direction, joint plates 4, 4 erected at both end edges of the skin plate at an interval in the peripheral direction, ribs 5, 5A extending between the main girders on a surface of the skin plate to be parallel to the joint plates, segment joints 7 arranged on the joint plates to connect the segment to the other one in the peripheral direction, ring joints 8 arranged at the main girders to connect the segment with the other one in the axial direction, and a concrete part 6. Each of the segment joints extends between a notch formed at the rib 5 erected near the joint plate and the joint plate, and includes a fixing part embedded in the concrete part.
摘要翻译：要解决的问题：提供一种能够在不增加节段接头的尺寸的同时确保定位性能的部分。解决方案：隧道的段1包括形成隧道的外周表面的皮肤板2，主梁3,3 在轴向方向的两个侧边缘处竖立，在周向方向上以平行的间隔竖立在外壳板的两个端部边缘处的接合板4,4，在主板的表面上延伸的肋5,5A 平板平行于接合板，分段接头7布置在接合板上，以将节段连接到沿圆周方向的另一个，环形接头8布置在主梁上，以将节段与另一个在轴向方向和混凝土部分6.每个节段接头在形成在接合板附近的肋5处形成的切口和接头板之间延伸，并且包括嵌入在混凝土部分中的固定部分。

4. 发明专利

JPH1113395A JOINING METHOD OF STEEL SEGMENT 失效
公开(公告)号：JPH1113395A
公开(公告)日：1999-01-19
申请号：JP18296797
申请日：1997-06-24
申请人： TAISEI CORP
发明人： FUKUDA TAKAMASA , HIRONO TAKESHI , ABE YOSHIO , HATTORI YOSHIFUMI
IPC分类号： E21D11/04 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To provide a sufficient bending strength in the joining method of a steel segment. SOLUTION: The number of flanges 3 is increased at the ground side of segments the way the flanges cross with the central axis of a tunnel when using the steel segments 1 and joining them together. One end of a splice plate 4 is fixed to the increased flange with bolts and the other end thereof is bolted with the increased flange 3 or true adjacent segment 1. And further, the main girder webs and the lower flanges of both segments are bolted with a splice plate 4.

5. 发明专利

JPH116400A METHOD OF JOINTING SEGMENT MADE OF STEEL 失效
公开(公告)号：JPH116400A
公开(公告)日：1999-01-12
申请号：JP17774897
申请日：1997-06-18
申请人： TAISEI CORP
发明人： FUKUDA TAKAMASA , HIRONO TAKESHI , ABE YOSHIO , MUSHIYA HIROSUKI
IPC分类号： E21D11/04 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To provide a method of jointing a segment made of steel capable of giving tensile strength equal to a main girder. SOLUTION: In the segment made of steel, the segment 1, in which a splice- plate inserting port 2 is opened to the joint surface of the segment and a shelf plate 4 is protruded on the inside of the inserting port 2, is used. When a tunnel is constructed, tensile jointing by short bolts is conducted. Splice plates 5 are inserted towards the inserting port 2 of the other segment from the splice-plate inserting port 2 opened to the joint surface of one segment 1 after the execution of works, and the splice plates 5 are bolted to the shelf plates 4 of the segments 1. Externally attached splice plates 6 are bolted simultaneously to the internal side faces of the segments 1.

6. 发明专利

JP2014129722A Connection structure of pipe roof 有权
标题翻译：管道连接结构
公开(公告)号：JP2014129722A
公开(公告)日：2014-07-10
申请号：JP2014036223
申请日：2014-02-27
申请人： Taisei Corp , 大成建設株式会社
发明人： FUKUDA TAKAMASA , TANIGUCHI ATSUSHI
IPC分类号： E21D9/04 , E21D11/15 , E21D11/36
摘要： PROBLEM TO BE SOLVED: To provide a connection structure of a pipe roof, capable of solving the problem of flood while dispensing with ground improvement and the like, and enabling fixation of an arrival side tunnel and steel pipes for a pipe roof to be performed with high structural reliability while allowing construction errors even when a start side tunnel and the arrival side tunnel have the construction errors.SOLUTION: In the case that steel pipes R for a pipe roof are bridged between a plurality of tunnels HT, TT constructed in a ground G to form a forepoling supporting, a pipe roof connection structure consists of: the steel pipes R for a pipe roof inserted from a start side tunnel HT advanced up to a surface or a position apart from the surface of an arrival side tunnel into the ground; and a fixing member 1 through which ends of the steel pipes R and a surface of the arrival side tunnel TT q are fixed together.
摘要翻译：要解决的问题：为了提供一种管道屋顶的连接结构，能够解决洪水问题，同时分配地面改善等，并且能够固定用于管道屋顶的到达侧隧道和钢管，以进行与高的结构可靠性，即使在起始侧隧道和到达侧隧道都有施工误差的同时也能够施工错误。解决方案：在管道屋顶的钢管R桥接在多个隧道HT，TT构造在地面之间 G形成前推支撑，管屋顶连接结构包括：从起始侧隧道HT插入的管道屋顶的钢管R，前进到表面或离开到达侧隧道表面的位置到地面 ; 以及固定构件1，钢管R的端部和到达侧隧道TT q的表面固定在一起。

7. 发明专利

JP2014098307A Connection structure of pipe roof 有权
标题翻译：管道连接结构
公开(公告)号：JP2014098307A
公开(公告)日：2014-05-29
申请号：JP2014036249
申请日：2014-02-27
申请人： Taisei Corp , 大成建設株式会社
发明人： FUKUDA TAKAMASA , TANIGUCHI ATSUSHI
IPC分类号： E21D9/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a connection structure of a pipe roof, enabling an efficient and structurally reliable pipe roof to be constructed while tolerating construction errors of a tunnel.SOLUTION: A connection structure of a pipe roof is used in the case of bridging pipe roof steel pipes R between a plurality of tunnels HT, TT constructed in parallel with each other in the ground to form a forepoling supporting. In a start side tunnel HT from which the pipe roof is inserted into the ground G through a guide member, end parts of the steel pipes R projecting from the guide member to the inner space of the start side tunnel HT are fixed to an inner space face of the start side tunnel HT to support them by bearing members 3.
摘要翻译：要解决的问题：为了提供管道屋顶的连接结构，能够构建有效且结构可靠的管道屋顶，同时容忍隧道的施工误差。解决方案：在桥接的情况下使用管道屋顶的连接结构管道屋顶钢管R之间的多个隧道HT，TT在地面上相互并联构成，形成一个前推支撑。在通过引导构件将管顶从管道顶部插入地面G的起始侧隧道HT中，从引导构件突出到起始侧隧道HT的内部空间的钢管R的端部固定到内部空间起始侧隧道HT的表面由轴承构件3支撑。

8. 发明专利

JP2013072201A Adit and adit construction method 有权
标题翻译： ADIT AND ADIT施工方法
公开(公告)号：JP2013072201A
公开(公告)日：2013-04-22
申请号：JP2011211185
申请日：2011-09-27
申请人： Taisei Corp , 大成建設株式会社
发明人： FUKUDA TAKAMASA , TANIGUCHI ATSUSHI , MUROGA DAIJIRO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an adit with which the risk of flood or sediment collapse during construction can be reduced.SOLUTION: An adit comprises an adit body which is constructed according to a pipe jacking method, an add-on decking body 3 added to the adit body, and a connecting frame 4 disposed in an arrival port. The adit body includes a leading box 1 which is first extruded from a departure port, and following boxes 2, 2, ... following the leading box 1. The additional decking body 3 is disposed between the leading box 1 and an opening edge of the arrival port. A front end of the connecting frame 4 is fixed to the opening edge of the arrival port, and a rear end of the connecting frame 4 is fixed to an inner surface of the add-on decking body 3 and an inner surface of the leading box 1.
摘要翻译：要解决的问题：提供可以减少施工期间洪水或泥沙塌方的风险的方法。解决方案：包括根据顶管方法构造的安装体，附加在附件体上的附加装甲体3和设置在到达端口中的连接框架4。主体包括首先从出口端口挤出的引导箱1，以及跟随箱体1的后面的箱子2,2，...。附加的甲板主体3设置在引导箱1和开箱边缘抵港港。连接框架4的前端固定在到达口的开口边缘上，连接框架4的后端固定在附加甲板主体3的内表面和引导盒的内表面 1.版权所有（C）2013，JPO＆INPIT

9. 发明专利

JP2012162888A Underground structure, and construction method for underground structure 有权
标题翻译：地下结构的地下结构和施工方法
公开(公告)号：JP2012162888A
公开(公告)日：2012-08-30
申请号：JP2011022948
申请日：2011-02-04
申请人： Taisei Corp , 大成建設株式会社
发明人： OZEKI TAKAHITO , TAGUCHI RYUJI , OISHI NORIHIRO , MURAKAMI TATSUYA , HIDAKA NAOTOSHI , YAMAMOTO RYOTA , FUKUDA TAKAMASA , NAKAMARU SOICHIRO
IPC分类号： E02D29/045 , E21D13/00 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide an underground structure for allowing easy bar arrangement work in a transition section from a concrete skeleton to a steel shell skeleton.SOLUTION: The underground structure includes a lower concrete skeleton C and a steel shell skeleton B, the lower concrete skeleton C having a floor slab part C1 in a concrete structure, the steel shell skeleton B having a plurality of floor slab steel segments 30, 30, ... provided side by side at positions adjacent to the floor slab part C1, the floor slab steel segment 30 including a bottomed box-shaped body part 3A whose upper face is open, and embedded main girders 3B and 3B extending from the body part 3A, the body part 3A being joined to the end of a main steel frame 71.
摘要翻译：要解决的问题：提供一种地下结构，用于允许在从混凝土骨架到钢壳骨架的过渡部分中的容易的棒布置工作。解决方案：地下结构包括下混凝土骨架C和钢壳骨架B，下混凝土骨架C具有混凝土结构中的地板坯件C1，钢壳骨架B具有多个楼板钢段 30,30，...并排设置在与地板坯件C1相邻的位置处，包括上面打开的有底盒状主体部分3A的地板坯钢板段30和延伸的主梁3B和3B 从主体部分3A，主体部分3A连接到主钢框架71的端部。版权所有（C）2012，JPO＆INPIT

10. 发明专利

JP2008255669A Segment 有权
标题翻译：分割
公开(公告)号：JP2008255669A
公开(公告)日：2008-10-23
申请号：JP2007098983
申请日：2007-04-05
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Taisei Corp , 大成建設株式会社
发明人： FUKUDA TAKAMASA , ABE YOSHIO , HIDAKA NAOTOSHI , MATSUOKA KAORU , ICHIKAWA TOMOHIRO
IPC分类号： E21D11/14 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide segments which are connectable to each other by the same work as that in ordinary tunnel construction, exert sufficient proof stress against bending moment applied to a segment ring, and each have a rational joint structure.
SOLUTION: The segments 1 are connected to each other in plurality to form the segment ring. Each segment is formed of: a plurality of main girders 11, 11 which are arranged in a tunnel circumferential direction T
A in parallel with each other across a predetermined interval in a tunnel axial direction T
B ; and a plurality of joint plates 12, 12 which are arranged along segment joint surfaces J
S . Herein the joint plates 12 are arranged along the tunnel axial direction T
B across an interval, and each connected to an edge of the main girder 11.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了通过与普通隧道施工相同的工作来提供可彼此连接的段，对施加到段环的弯矩施加足够的证明应力，并且每个具有合理的接头结构。解决方案：段1彼此连接以形成段环。每个段由下列形式构成：多个主梁11,11沿隧道圆周方向T A布置在隧道轴向方向T B上彼此平行的预定间隔 ; 以及沿着节段接合表面JSSS布置的多个接合板12,12。这里，连接板12沿着隧道轴向方向T SB SBB跨越一个间隔布置，并且各自连接到主梁11的边缘。（C）2009，JPO和INPIT

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