JP2011516754A5 - - Google Patents
Download PDFInfo
- Publication number
- JP2011516754A5 JP2011516754A5 JP2010529471A JP2010529471A JP2011516754A5 JP 2011516754 A5 JP2011516754 A5 JP 2011516754A5 JP 2010529471 A JP2010529471 A JP 2010529471A JP 2010529471 A JP2010529471 A JP 2010529471A JP 2011516754 A5 JP2011516754 A5 JP 2011516754A5
- Authority
- JP
- Japan
- Prior art keywords
- frame element
- tool
- frame
- hinge
- installation position
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000009434 installation Methods 0.000 claims 21
- 230000002940 repellent Effects 0.000 claims 3
- 239000005871 repellent Substances 0.000 claims 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 3
- 239000000463 material Substances 0.000 claims 2
- 230000001808 coupling Effects 0.000 claims 1
- 238000010168 coupling process Methods 0.000 claims 1
- 238000005859 coupling reaction Methods 0.000 claims 1
Claims (15)
前記構造は、床(7)および下面(5)を持ち、
前記下面は、前記構造の対向するする第1および第2の側面(4および4’)から路頂線(8)に向けて上向きおよび内向きに曲線を描く湾曲を持ち、
少なくとも第1および第2細長い枠要素(70、110、640、850、860、910)を提供するステップであって、各枠要素は第1および第2の端部を持つステップと、
前記第1の枠要素を前記下面に隣接する設置位置に固定するステップと、
前記第2の枠要素を、前記第1の枠要素と間隔を空けて前記下面に隣接する設置位置に前記第1の枠要素とは無関係に固定するステップと、
複数のシートまたはパネル(200)を前記設置位置の前記枠要素に付けて、前記構造内に前記シートまたはパネルを支持するステップと、
を含み、
各枠要素は柔軟性を持ち、
設置時に各枠要素はアーチ形の構造を形成し、
第1および第2の端部にそれぞれ配置された支持要素(40、600、1000’)によって前記アーチ形の構造の前記設置位置に支持され、
前記アーチ形の構造は、その第1および第2の端部に前記枠要素を支持するステップと、
圧縮的なフープストレスを前記枠要素に適用するステップと、
前記枠要素を前記下面に対して押しつけるように結合するステップと、
前記下面の前記湾曲に一致するように、その第1および第2の端部の間の前記フープストレスによって前記枠要素を柔軟に変形させるステップと
によって得られることを特徴とする構造。A method of attaching a lining in an existing arch structure (1),
The structure has a floor (7) and a lower surface (5),
The lower surface has a curvature that curves upward and inward from the opposing first and second side surfaces (4 and 4 ') of the structure toward the top line (8);
Providing at least first and second elongated frame elements (70, 110, 640, 850, 860, 910), each frame element having first and second ends;
Fixing the first frame element to an installation position adjacent to the lower surface;
Fixing the second frame element to an installation position adjacent to the lower surface at a distance from the first frame element, independent of the first frame element;
Attaching a plurality of sheets or panels (200) to the frame element in the installed position to support the sheets or panels in the structure;
Including
Each frame element is flexible
During installation, each frame element forms an arched structure,
Supported in the installation position of the arched structure by support elements (40, 600, 1000 ′) respectively arranged at first and second ends,
Said arcuate structure supporting said frame element at its first and second ends;
Applying compressive hoop stress to the frame element;
Coupling the frame element to press against the lower surface;
A structure obtained by flexibly deforming the frame element by the hoop stress between the first and second end portions thereof so as to match the curvature of the lower surface.
各ツールは、動作機構(303)および枠要素取付機構(302)を含むステップと、
前記構造の前記第1および第2の側面に前記ツールを解放可能にそれぞれ取り付けるステップと、
前記枠要素が前記ツール間に支持されるように、前記それぞれの枠要素取付機構においてその第1および第2の端部に枠要素を解放可能に取り付けるステップと、
前記枠要素を前記下面に対して押しつけるように上げるために、その前記湾曲に一致するまで、前記ツールの両方の前記動作機構を操作するステップと、
前記設置位置のその第1および第2の端部に前記枠要素を固定するステップと、
前記ツールから前記枠要素を解放し前記ツールを取り外すためのステップとを含むことを特徴とする請求項1に記載の方法Providing a set of installation tools (300), comprising:
Each tool includes an operating mechanism (303) and a frame element attachment mechanism (302);
Releasably attaching the tool to the first and second sides of the structure, respectively.
Releasably attaching a frame element to first and second ends thereof in each respective frame element attachment mechanism such that the frame element is supported between the tools;
Manipulating both operating mechanisms of the tool to match the curvature to raise the frame element against the lower surface;
Fixing the frame element to its first and second ends of the installation position;
And releasing the frame element from the tool and removing the tool.
各枠要素を前記設置位置に固定することによって、前記シールドの領域が前記枠要素と前記下面との間に配置されるステップと、
部分的にパネルに重なる前記シールドを使って前記パネルを前記枠要素に付けることによって、前記パネルおよび前記シールドが、前記下面に向かって面する撥水面をともに形成するステップと、
を含むことを特徴とする請求項1〜3のいずれかに記載の方法。Attaching an individual elongated flexible waterproof shield (140, 149, 150) to each frame element;
By fixing each frame element in the installation position, the region of the shield being disposed between the frame element and the lower surface;
Forming the panel and the shield together with a water repellent surface facing toward the lower surface by attaching the panel to the frame element using the shield partially overlapping the panel;
The method according to claim 1, comprising:
前記構造は、床(7)および下面(5)を持ち、
前記下面は、前記構造の対向するする第1および第2の側面(4および4’)から路頂線(8)に向けて上向きおよび内向きに曲線を描く湾曲を持ち、
前記ライニングは、少なくとも第1および第2の細長い枠要素(70、110、640、850、860、910)を含み、
前記第1および第2の枠要素は、互いに無関係に取り付けおよび取り外し可能であり、
各枠要素は、第1および第2の端部を持ち、
前記枠要素は間隔を開けて固定され、それぞれが設置位置において、それぞれの支持要素(40、600、1000’)によって第1および第2の端部に支持され、
複数のパネル(200)またはシートが前記枠要素に支持され、
前記パネルまたはシートは、その前記設置位置の前記枠要素に対して取り付けおよび分離が可能であり、
その第1および第2の端部の間において、各枠要素は前記構造に付けられていないが、前記下面の前記湾曲に一致するアーチ形の構造の前記下面に隣接して延在し、
各枠要素は、設置時に適用される圧縮的なフープストレスに応じて、前記下面の前記湾曲に柔軟に一致して変形するように適応される
ことを特徴とするライニング。A lining attached in an existing arch structure (1),
The structure has a floor (7) and a lower surface (5),
The lower surface has a curvature that curves upward and inward from the opposing first and second side surfaces (4 and 4 ') of the structure toward the top line (8);
The lining includes at least first and second elongated frame elements (70, 110, 640, 850, 860, 910);
The first and second frame elements are attachable and detachable independently of each other;
Each frame element has first and second ends,
The frame elements are fixed at intervals, each supported in a first and second end by a respective support element (40, 600, 1000 ′) in the installed position;
A plurality of panels (200) or sheets are supported on the frame element,
The panel or sheet can be attached to and separated from the frame element at the installation position.
Between its first and second ends, each frame element is not attached to the structure, but extends adjacent to the lower surface of the arcuate structure that matches the curvature of the lower surface,
The lining is characterized in that each frame element is adapted to flexibly conform to the curvature of the lower surface according to a compressive hoop stress applied during installation.
前記シールドは部分的に前記パネルに重なり、このため、前記パネルおよび前記シールドが、前記下面に向かって面する撥水面をともに形成する
ことを特徴とする請求項5に記載のライニング。Each frame element has a long and flexible waterproof shield (140, 149, 150),
The lining according to claim 5, wherein the shield partially overlaps the panel, so that the panel and the shield together form a water repellent surface facing toward the lower surface.
前記剛性部は、前記ヒンジ部に関して、制限された移動範囲を通じて、設置時に回転可能であり、これにより、前記設置位置の前記下面から反対を向く前記枠要素の内側において、他のヒンジ部とは無関係に、それぞれのヒンジ部に鈍角を規定し、
各ヒンジ部の前記移動範囲は、前記枠要素の内側の前記それぞれの隣接する剛性部の間に優角が形成されるのを本質的に防ぐために抑制され、
各枠要素は、前記設置位置の前記下面に対して押しつけるように結合され、
前記ヒンジ部は固定されず、前記枠要素が、前記それぞれの支持要素から取り外されたときに、前記剛性部は、前記それぞれの隣接するヒンジ部に関して自由に回転できる状態のままになる
ことを特徴とする請求項5〜7のいずれかに記載のライニング。Each frame element includes a plurality of rigid portions (72, 112, 820, 861, 911) connected in series by hinge portions (73, 113, 821, 862, 912),
The rigid portion can be rotated at the time of installation through a limited movement range with respect to the hinge portion, and thereby inside the frame element facing away from the lower surface of the installation position, is different from other hinge portions. Regardless, the obtuse angle is defined for each hinge part,
The range of movement of each hinge portion is constrained to essentially prevent a dominant angle from being formed between the respective adjacent rigid portions inside the frame element;
Each frame element is coupled so as to press against the lower surface of the installation position,
The hinge portion is not fixed and the rigid portion remains free to rotate with respect to the respective adjacent hinge portion when the frame element is removed from the respective support element. The lining according to any one of claims 5 to 7.
前記剛性部は、前記ヒンジ部に関して、制限された移動範囲を通じて、設置時に回転可能であり、前記設置位置の前記下面から反対を向く前記枠要素の内側において、他のヒンジ部とは無関係に、それぞれのヒンジ部に鈍角を規定し、
各ヒンジ部は、遠隔から固定可能なロック構造(830、890、920)を備え、各ヒンジ部は、前記それぞれの隣接する剛性部が、前記設置位置において、前記ヒンジ部に関して回転することを防ぐために、前記それぞれのロック構造によって固定される
ことを特徴とする請求項5〜7のいずれかに記載のライニング。Each frame element (850, 860, 910) includes a plurality of rigid portions (820, 861, 911) coupled in series by hinge portions (821, 862, 912),
The rigid part is rotatable at the time of installation through a limited movement range with respect to the hinge part, and inside the frame element facing away from the lower surface of the installation position, irrespective of other hinge parts, Define obtuse angles for each hinge part,
Each hinge part has a lock structure (830, 890, 920) that can be fixed remotely, and each hinge part prevents the respective adjacent rigid part from rotating with respect to the hinge part in the installation position. The lining according to claim 5, wherein the lining is fixed by the respective lock structures.
前記構造は床および下面を持ち、
前記下面は、前記構造の対向する第1および第2の側面から路頂線に向けて上向きおよび内向きに曲線を描く湾曲を持ち、
少なくとも2つの支持要素(40、600、1000’)と、
少なくとも2つの細長い枠要素(70、110、640、850、860、910)であって、
前記枠要素は、互いに無関係に、取り付けおよび取り外し可能であり、
各枠要素は第1および第2の端部を持ち、
前記枠要素は、それぞれの前記支持要素上の第1および第2の端部で固定可能であり、これにより、設置位置において前記下面に隣接する前記枠要素を支持する枠要素と、
複数のパネル(200)またはシートであって、
前記設置位置に前記枠要素を設置した後に、前記枠要素に取り付け可能なパネルまたはシートと、
を含み、
少なくとも1つのフープストレス生成機構(300)が提供され、
前記フープストレス生成機構は、それぞれの枠要素に機械的に結合されるか、または結合可能であり、
前記枠要素が、前記下面に隣接する第1および第2の端部に支持されるときに、圧縮的なフープストレスを前記それぞれの枠要素に適用するように操作可能であり、
各枠要素は、前記圧縮的なフープストレスに応じて、前記下面の前記湾曲に柔軟に一致して変形するように適応されることを特徴とするシステム。A system for attaching a lining in an existing arch structure,
The structure has a floor and a bottom surface,
The lower surface has a curvature that curves upward and inward from the opposing first and second side surfaces of the structure toward the top of the road,
At least two support elements (40, 600, 1000 ′);
At least two elongated frame elements (70, 110, 640, 850, 860, 910),
The frame elements are attachable and detachable independently of each other;
Each frame element has a first and second end,
The frame element is fixable at first and second ends on each of the support elements, thereby supporting the frame element adjacent to the lower surface at an installation position;
A plurality of panels (200) or sheets,
After installing the frame element at the installation position, a panel or sheet that can be attached to the frame element;
Including
At least one hoop stress generation mechanism (300) is provided;
The hoop stress generating mechanism is mechanically coupled to or connectable to each frame element;
Is operable to apply compressive hoop stress to each respective frame element when the frame element is supported on first and second ends adjacent to the lower surface;
Each frame element is adapted to flexibly conform to the curvature of the lower surface in response to the compressive hoop stress.
前記用具は、動作機構(303)と、
枠要素取付機構(302)と、
前記構造の側面に前記ツールを解放可能に取り付けるための取付機構(301)と、
を含み、
各枠要素は、前記枠要素取付機構上の端部の1つで解放可能に取り付け可能であり、
前記動作機構は、前記枠要素取付機構に取り付けられた枠要素を前記下面に対して押しつけるように上げるように操作できる
ことを特徴とする請求項10に記載のシステム。The at least one hoop stress generating mechanism includes at least one installation tool (300);
The tool includes an operating mechanism (303);
A frame element attachment mechanism (302);
An attachment mechanism (301) for releasably attaching the tool to the side of the structure;
Including
Each frame element is releasably attachable at one of the ends on the frame element attachment mechanism,
The system according to claim 10, wherein the operation mechanism is operable to raise a frame element attached to the frame element attachment mechanism so as to press the frame element against the lower surface.
各枠要素の前記第1および第2の端部は解放可能に取り付け可能であり、それぞれが前記ツールのそれぞれの前記それぞれの枠要素取付機構にあり、
各ツールは、ピボット機構(305)を含み、両方のツールの前記ピボット機構は、前記ツール間に取り付けられた枠要素が、静止位置から直立位置に同時に上げられることを可能にするように操作可能である
ことを特徴とする請求項11に記載のシステム。A set of said installation tools is provided;
The first and second ends of each frame element are releasably attachable, each in a respective respective frame element attachment mechanism of the tool;
Each tool includes a pivot mechanism (305), the pivot mechanism of both tools being operable to allow the frame elements attached between the tools to be raised simultaneously from a rest position to an upright position The system of claim 11, wherein:
前記枠要素の前記それぞれの端部は、前記枠要素取付機構に取り付けたときに、前記それぞれのツールが取り付けられている前記支持要素に取り付け可能でもあることを特徴とする請求項11または請求項12に記載のシステム。The tool or each tool is releasably attachable to each of the support elements, and the operating mechanism is operable to raise the tool upwards on the support element to which the tool is attached;
The said each edge part of the said frame element is also attachable to the said support element to which the said each tool is attached when it attaches to the said frame element attachment mechanism, The Claim 11 or Claim 12. The system according to 12.
各ヒンジ部は、前記材料の柔軟に変形可能な領域を含み、
前記剛性部は、前記ヒンジ部に関して、制限された移動範囲を通じて、設置時に回転可能であり、これにより、前記設置位置の前記下面から反対を向く前記枠要素の内側において、他のヒンジ部とは無関係に、それぞれのヒンジ部に鈍角を規定し、
各ヒンジ部の前記移動範囲は、前記枠要素の内側の前記それぞれの隣接する剛性部の間に優角が形成されるのを本質的に防ぐために抑制される
ことを特徴とする請求項10〜13のいずれかに記載のシステム。Each frame element (70 and 640) comprises at least one single-material part comprising a plurality of rigid parts (72) connected in series by hinge parts (73);
Each hinge includes a flexibly deformable region of the material,
The rigid portion can be rotated at the time of installation through a limited movement range with respect to the hinge portion, and thereby inside the frame element facing away from the lower surface of the installation position, is different from other hinge portions. Regardless, the obtuse angle is defined for each hinge part,
11. The range of movement of each hinge portion is constrained to essentially prevent a dominant angle from being formed between the respective adjacent rigid portions inside the frame element. 14. The system according to any one of 13.
前記パネルが前記枠要素に付けられているときに、前記シールドは前記パネルに部分的に重なるように配置され、このため、前記パネルおよび前記シールドが、前記下面に向かって面する撥水面をともに形成する
ことを特徴とする請求項10〜14のいずれかに記載のシステム。Each frame element comprises a long and flexible waterproof shield (140, 149, 150),
When the panel is attached to the frame element, the shield is arranged to partially overlap the panel, so that the panel and the shield have both a water repellent surface facing toward the lower surface. The system according to claim 10, wherein the system is formed.
Applications Claiming Priority (11)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB0719407.9 | 2007-10-03 | ||
GB0719407A GB2453362A (en) | 2007-10-03 | 2007-10-03 | System for lining railway arches |
GB0722955A GB0722955D0 (en) | 2007-11-22 | 2007-11-22 | System for lining railway arches |
GB0722955.2 | 2007-11-22 | ||
GB0802370A GB0802370D0 (en) | 2008-02-08 | 2008-02-08 | Pillar, particularly for use in a system for lining railway arches |
GB0802370.7 | 2008-02-08 | ||
GB0812300.2 | 2008-07-04 | ||
GB0812300A GB0812300D0 (en) | 2008-07-04 | 2008-07-04 | Column mounting apparatus |
GB0818127.3 | 2008-10-03 | ||
GB0818127A GB2453840B (en) | 2007-10-03 | 2008-10-03 | Railway arch linings and mezzanine floors |
PCT/IB2008/003091 WO2009044277A2 (en) | 2007-10-03 | 2008-10-03 | Railway arch linings and mezzanine floors |
Publications (3)
Publication Number | Publication Date |
---|---|
JP2011516754A JP2011516754A (en) | 2011-05-26 |
JP2011516754A5 true JP2011516754A5 (en) | 2012-01-19 |
JP5630764B2 JP5630764B2 (en) | 2014-11-26 |
Family
ID=40020011
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2010529471A Expired - Fee Related JP5630764B2 (en) | 2007-10-03 | 2008-10-03 | Railway arched lining and mezzanine |
Country Status (6)
Country | Link |
---|---|
US (1) | US20090090070A1 (en) |
EP (1) | EP2231940B1 (en) |
JP (1) | JP5630764B2 (en) |
AU (1) | AU2008306580B2 (en) |
GB (5) | GB2474936B (en) |
WO (1) | WO2009044277A2 (en) |
Families Citing this family (25)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104213502B (en) * | 2014-09-02 | 2016-03-30 | 浙江绿艺园林工程有限公司 | Gardens Arch Bridge Ribs face stone syndeton and construction method thereof |
GB2545208B (en) * | 2015-12-08 | 2021-06-02 | Mizen Nicolas | Protecting vaults |
CN105699170A (en) * | 2016-01-22 | 2016-06-22 | 哈尔滨工业大学 | Method for predicting mechanical behavior of underground pipeline through ground-surface subsidence |
US20200362574A1 (en) * | 2017-03-30 | 2020-11-19 | James Hardie Technology Limited | Multifunction structural furring system |
CN107630536A (en) * | 2017-11-17 | 2018-01-26 | 深圳市朗生建材有限公司 | A kind of abrasion-proof wooden floor |
CN108166398B (en) * | 2018-02-07 | 2023-10-20 | 郑州市市政工程总公司 | Structure and process for preventing bridge hollow slab core mould from floating upwards by utilizing existing exhaust pipe drain pipe |
CN110499610B (en) * | 2018-05-18 | 2021-12-17 | 青岛海尔洗涤电器有限公司 | Clutch device for clothes treatment equipment |
CN110700864B (en) * | 2018-05-23 | 2020-11-20 | 东阳市晨旭建筑工程设计有限公司 | Active stress relieving device and active stress relieving method for tunnel construction |
CN108775193B (en) * | 2018-07-03 | 2024-03-26 | 镇江市高等专科学校 | Ground stabilization base is built to line pole |
CN109051848B (en) * | 2018-07-18 | 2024-01-05 | 湖南进军隧道智能装备有限公司 | Excavation grudging post hoist mechanism |
CN109653366B (en) * | 2018-08-29 | 2021-04-27 | 孙经尧 | Method for building large aircraft factory building or hangar by using thickened plastic aluminum-sandwiched composite plates |
CN109339828B (en) * | 2018-11-29 | 2024-01-30 | 中南大学 | Tunnel prestress inverted arch structure and construction method thereof |
CL2019000711A1 (en) * | 2019-02-20 | 2019-08-16 | Dsi Tunneling Llc | System and procedure for tunnel support. |
CN110158538B (en) * | 2019-05-28 | 2020-10-27 | 武汉中力岩土工程有限公司 | Pile-supported semicircular breakwater structure and construction method |
CN111395166B (en) * | 2020-02-25 | 2021-06-15 | 中铁二十四局集团浙江工程有限公司 | Tied arch bridge arch rib installation construction method |
CN111625911B (en) * | 2020-06-04 | 2023-03-31 | 中国科学院长春光学精密机械与物理研究所 | Modeling method for simulating screw connection |
CN112065471A (en) * | 2020-08-25 | 2020-12-11 | 中国水利水电第七工程局有限公司 | Excavation construction method for top arch layer of large underground cavern |
CN112726440B (en) * | 2020-12-31 | 2022-01-18 | 四川省交通勘察设计研究院有限公司 | Shed tunnel structure suitable for turning zone and construction method thereof |
CN112921819A (en) * | 2021-03-04 | 2021-06-08 | 广西路桥工程集团有限公司 | Safe operation platform system used in construction process of double-flying-wing arch bridge |
CN113339022B (en) * | 2021-05-31 | 2022-12-20 | 中铁工程服务有限公司 | Mountain tunnel waterproof board laying device and mountain tunnel waterproof board laying method |
CN114059450B (en) * | 2021-07-30 | 2023-12-05 | 山东固特邦土木科技有限公司 | Bridge maintenance scaffold and method thereof |
CN113914649B (en) * | 2021-10-26 | 2022-11-25 | 中建八局天津建设工程有限公司 | Transformation overhanging platform of existing frame structure and transformation method thereof |
CN114164769B (en) * | 2021-12-28 | 2023-04-14 | 招商局重庆交通科研设计院有限公司 | Temporary support for bridge construction |
CN116008713A (en) * | 2023-02-22 | 2023-04-25 | 中国人民解放军陆军工程大学 | Electromagnetic interference detection system of unmanned aerial vehicle flight control system |
CN117868923B (en) * | 2024-03-07 | 2024-05-14 | 山西宏厦第一建设有限责任公司 | Advanced support equipment for coal mine underground roadway tunneling and support method thereof |
Family Cites Families (33)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1088899B (en) * | 1957-02-25 | 1960-09-15 | Karl Theodor Jasper | Countersunk joint for track expansion frames composed of segments that are connected to one another in a flexible manner |
GB1451953A (en) * | 1973-02-02 | 1976-10-06 | Metal Sections Ltd | Supports for tunnels or shafts or for use as building frame works |
DE2359674B1 (en) * | 1973-11-30 | 1975-06-12 | Walter 2057 Reinbek Fieberg | Sealing foil and method for its attachment |
US4156433A (en) * | 1977-06-16 | 1979-05-29 | Rupp Industries Inc. | Portable shelter |
JPS5844732Y2 (en) * | 1979-02-27 | 1983-10-11 | 隆男 出原 | construction material |
DE3019703A1 (en) * | 1980-05-23 | 1981-12-03 | Reifen-Ihle GmbH, 8870 Günzburg | Interlocking rubber panel for wide flooring - has complementary edge undercut tongues and cut-outs |
JPS59102747U (en) * | 1982-12-27 | 1984-07-11 | 古河電気工業株式会社 | Scaffolding for work inside tunnels |
US4538392A (en) * | 1983-02-09 | 1985-09-03 | Horner Flooring Company | Portable sectional flooring system |
CH661309A5 (en) * | 1983-05-26 | 1987-07-15 | Dow Chemical Europ | THERMAL INSULATION PLATE FOR EXTERIOR INSULATION AND EXTERNAL DRAINAGE OF BUILDING PARTS. |
US4887397A (en) * | 1984-06-29 | 1989-12-19 | Teledyne Industries, Inc. | Fast, erectable, easily transportable structures |
AU556275B2 (en) * | 1984-11-29 | 1986-10-30 | High Accolade Limited | Post-tensioned steel frames and erection of such |
JPS61204441A (en) * | 1985-03-07 | 1986-09-10 | 大成建設株式会社 | Construction of cylindrical shell having water-proof and moisture-proof layer provided to outer periphery thereof |
WO1990013715A1 (en) * | 1989-05-08 | 1990-11-15 | Bsd Structures Pty. Ltd. | Lift arch building system |
JP2798819B2 (en) * | 1991-06-14 | 1998-09-17 | 飛島建設株式会社 | Dome construction method |
ITNA920044A1 (en) * | 1992-12-22 | 1994-06-22 | Antonio Guerrasio | STRUCTURAL PROFILE AND PERIMETER STRUCTURE WITH VARIABLE ANGLES AND CURVES SUITABLE FOR RECEIVING PANELS FOR THE CREATION OF |
DE19506153A1 (en) * | 1995-02-22 | 1995-07-13 | Peter Dresler | Ground anchor with spreading arms forced apart by threaded rod |
US5598668A (en) * | 1995-10-04 | 1997-02-04 | Isom; Fred S. | Adjustable building frame |
SE9701500D0 (en) * | 1997-04-20 | 1997-04-20 | George Wegler | Device for wall mounting |
US6324796B1 (en) * | 2000-04-10 | 2001-12-04 | Homeland Vinyl Products, Inc. | Modular decking planks |
JP2002266362A (en) * | 2001-03-06 | 2002-09-18 | Dow Kakoh Kk | Drainage panel, drainage structure using the same, and execution method therefor |
US6619002B2 (en) * | 2001-03-21 | 2003-09-16 | Frederick M. Pettit | Deck structure |
GB2383804A (en) * | 2002-01-04 | 2003-07-09 | H T Martingale Ltd | Waterproofing method and apparatus for a railway arch |
US6745871B2 (en) * | 2002-03-27 | 2004-06-08 | Chad D. Armstrong | Interlocking scaffold plank |
DE20215392U1 (en) * | 2002-10-07 | 2003-01-02 | D S T Fugen Systeme Gmbh & Co | Raised false floor has floor slabs abutting by end faces which have respective mating profiles, and with spacers installed between ground surface and floor slabs |
US6990775B2 (en) * | 2003-06-18 | 2006-01-31 | Masonry Technology, Inc. | Moisture drainage product, wall system incorporating such product and method therefore |
US6957517B2 (en) * | 2003-08-01 | 2005-10-25 | Worthington Armstrong Venture | Splice plate for faceted radius grid |
DE202004001164U1 (en) * | 2004-01-26 | 2004-04-22 | Gerloff, Axel, Dipl.-Ing. | Adjustable support for wooden structure on concrete base has a threaded spindle with adjusting nuts secured onto a raised support and a base plate |
GB2417500B (en) * | 2004-08-25 | 2009-04-15 | Tyco Europe Metal Framing Ltd | Adjustable support base |
US7694477B2 (en) * | 2006-02-10 | 2010-04-13 | Peter Kuelker | Hangerless precast cladding panel system |
GB0621097D0 (en) * | 2006-10-24 | 2006-11-29 | Maguire Raymond | A building structure |
FR2916472A1 (en) * | 2007-05-22 | 2008-11-28 | Gilles Chatenoud | Facing system for assuring lining of intrados part of vault of underground structure i.e. underground tunnel, has quadrangular facing module fixed on frame while being remained at distance from vault |
GB2460271B (en) * | 2008-05-23 | 2012-06-20 | Nicholas Gale | Post support |
CA2688930A1 (en) * | 2008-12-22 | 2010-06-22 | Ani-Mat Inc. | Interlocking modular flooring assembly with bevelled connectors |
-
2008
- 2008-10-03 AU AU2008306580A patent/AU2008306580B2/en not_active Ceased
- 2008-10-03 EP EP20080835682 patent/EP2231940B1/en not_active Not-in-force
- 2008-10-03 GB GB1017665.9A patent/GB2474936B/en not_active Expired - Fee Related
- 2008-10-03 GB GB1017667.5A patent/GB2475138B/en not_active Expired - Fee Related
- 2008-10-03 JP JP2010529471A patent/JP5630764B2/en not_active Expired - Fee Related
- 2008-10-03 GB GB0818127A patent/GB2453840B/en not_active Expired - Fee Related
- 2008-10-03 WO PCT/IB2008/003091 patent/WO2009044277A2/en active Application Filing
- 2008-10-03 US US12/245,695 patent/US20090090070A1/en not_active Abandoned
- 2008-10-03 GB GB1017666.7A patent/GB2475137B/en not_active Expired - Fee Related
-
2010
- 2010-10-19 GB GBGB1017669.1A patent/GB201017669D0/en not_active Ceased
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2011516754A5 (en) | ||
WO2009044277A3 (en) | Railway arch linings and mezzanine floors | |
AU2022100097A4 (en) | Guardrail stanchion bracket | |
WO2019019506A1 (en) | Ship bridge wing structure | |
RU2017106790A (en) | SCOPES FOR FASTENING WORK FLOORS FOR BRIDGES | |
BRPI0904396A2 (en) | adjustable formwork panel for curved wall strut | |
KR102281181B1 (en) | Reinforcement system of metal roof | |
JP2019094613A5 (en) | ||
JP2019007179A (en) | Roof structure for wedge type scaffold | |
JP6014919B2 (en) | Other fixtures | |
NO20120300A1 (en) | Prefabricated, floorless, self-supporting modular unit. | |
JP6493910B2 (en) | Forming device for tunnel lining | |
JP6214033B2 (en) | Blower mounting device | |
JP5108651B2 (en) | Tent frame | |
JP2018009414A5 (en) | ||
JP3118743U (en) | Flat roof mount | |
US8713790B2 (en) | System and method for installing shower walls | |
JP6498427B2 (en) | Solar equipment fixing structure | |
JP2847385B2 (en) | Roof panel with eaves lining | |
JP4425313B2 (en) | Flat roof mount | |
CN211341339U (en) | Curtain wall mounting structure with shutter | |
JP7455422B2 (en) | Support equipment | |
JP4783952B2 (en) | Renovation method of existing fence and fence | |
JP4352070B2 (en) | Boom structure of turning work vehicle | |
JP2023176152A (en) | Temporary safety device |