Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP2964395B2 - Plate with joint structure - Google Patents
[go: Go Back, main page]

JP2964395B2 - Plate with joint structure - Google Patents

Plate with joint structure

Info

Publication number
JP2964395B2
JP2964395B2 JP8242452A JP24245296A JP2964395B2 JP 2964395 B2 JP2964395 B2 JP 2964395B2 JP 8242452 A JP8242452 A JP 8242452A JP 24245296 A JP24245296 A JP 24245296A JP 2964395 B2 JP2964395 B2 JP 2964395B2
Authority
JP
Japan
Prior art keywords
plate
predetermined angle
shape
joint structure
sides
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.)
Expired - Fee Related
Application number
JP8242452A
Other languages
Japanese (ja)
Other versions
JPH1054012A (en
Inventor
律 中川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
WAN EITEI KK
Original Assignee
WAN EITEI KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by WAN EITEI KK filed Critical WAN EITEI KK
Priority to JP8242452A priority Critical patent/JP2964395B2/en
Publication of JPH1054012A publication Critical patent/JPH1054012A/en
Application granted granted Critical
Publication of JP2964395B2 publication Critical patent/JP2964395B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Panels For Use In Building Construction (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、例えば橋梁、トン
ネル、墜道などの道路構造物、及び河川、水路、砂防、
海岸などに使用する構造物、及び桟橋、エプロン、滑走
路などの港湾空港などにおける構造物、及び鉄道、及び
上下水道分野、及び土木、建築構造物に設けられる継手
構造を有する板に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a road structure such as a bridge, a tunnel, a fall road, a river, a waterway, a sabo,
The present invention relates to a structure used at the coast, a structure at a port airport such as a pier, an apron, a runway, etc., and a plate having a joint structure provided in the railway, water and sewage fields, and civil engineering and building structures. .

【0002】[0002]

【従来の技術】従来、例えば工場などで製作された複数
のプレキャスト部材を現場で一体化する工法が、広く利
用されている。このような工法における継手構造におい
ては、剪断力の伝達に特殊な材料や特殊構造を使用して
いる。
2. Description of the Related Art Conventionally, a method of integrating a plurality of precast members manufactured in a factory or the like on site has been widely used. In the joint structure in such a construction method, a special material or a special structure is used for transmitting the shearing force.

【0003】[0003]

【発明が解決しようとする課題】このように、上記従来
技術においては、剪断力の伝達に特殊な材料や特殊構造
を使用しているため、設計や製作、施工が厄介となり、
コスト高となるなどのおそれがあった。そこで、本発明
の目的は、特殊な材料や特殊構造を使用しないで、簡単
な構造で剪断力の伝達を計り、継手部分の目違い量を小
さくするようにした継手構造を有する板を提供するもの
である。
As described above, in the above-mentioned prior art, since a special material or a special structure is used for transmitting the shearing force, the design, manufacture, and construction are troublesome.
There was a risk that the cost would increase. Therefore, an object of the present invention is to provide a plate having a joint structure in which the transmission of shear force is measured with a simple structure without using a special material or a special structure, and the amount of misalignment of the joint portion is reduced. Things.

【0004】[0004]

【課題を解決するための手段】本発明の継手構造を有す
る板は、所定の大きさのほぼ四角形、または三角形の板
体であり、この板体の互いに接し合う接触面の形状は、
所定の角度θに傾斜させ、かつその一端から他端に向け
て捩じった形状としたことを特徴とする。
The plate having the joint structure according to the present invention is a substantially rectangular or triangular plate having a predetermined size, and the shape of the contact surfaces of the plate which contact each other is as follows.
It is characterized by being inclined at a predetermined angle θ and twisted from one end to the other end.

【0005】また、本発明の継手構造を有する板は、所
定の大きさのほぼ四角形、または三角形の板体であり、
この板体の互いに接し合う接触面の形状は、端部から上
方中央に向けて所定の角度に傾斜させ、かつ端部から下
方中央に向けて所定の角度に傾斜させる形状としたこと
を特徴とする。
The plate having the joint structure of the present invention is a substantially square or triangular plate having a predetermined size.
The shape of the contact surfaces of the plate bodies that contact each other is characterized by being inclined at a predetermined angle from the end toward the upper center and inclined at a predetermined angle from the end toward the lower center. I do.

【0006】また、本発明の継手構造を有する板は、所
定の間隔をもって配設された複数の支持梁の上に架設す
る所定の大きさのほぼ四角形の板体であり、前記支持梁
の上に架設された時に、この支持梁の上に所在する板体
の二辺以外の二辺の形状は、所定の角度θに傾斜させ、
かつその一端から他端に向けて捩じった形状としたこと
を特徴とする。
Further, the plate having the joint structure of the present invention is a substantially rectangular plate having a predetermined size and mounted on a plurality of support beams provided at predetermined intervals. When it is erected, the shape of two sides other than the two sides of the plate body located on this support beam is inclined at a predetermined angle θ,
Further, it is characterized in that it has a shape twisted from one end to the other end.

【0007】また、本発明の継手構造を有する板は、所
定の間隔をもって配設された複数の支持梁の上に架設す
る所定の大きさのほぼ四角形の板体であり、前記支持梁
の上に架設された時に、この支持梁の上に所在する板体
の二辺以外の二辺の形状は、端部から上方中央に向けて
所定の角度に傾斜させ、かつ端部から下方中央に向けて
所定の角度に傾斜させる形状としたことを特徴とする。
Further, the plate having the joint structure of the present invention is a substantially rectangular plate having a predetermined size which is laid on a plurality of support beams provided at predetermined intervals. When installed on the support beam, the shape of the two sides other than the two sides of the plate located on the support beam is inclined at a predetermined angle from the end toward the upper center, and from the end toward the lower center. In a shape inclined at a predetermined angle.

【0008】さらにまた、本発明の継手構造を有する板
は、所定の間隔をもって配設された複数の支持梁の上に
架設する所定の大きさの三角形の板体であり、前記支持
梁の上に架設された時に、この支持梁の上に所在する板
体の一辺以外のいずれか一辺の形状は、所定の角度θに
傾斜させ、かつその一端から他端に向けて捩じった形状
にするか、または端部から上方中央に向けて所定の角度
に傾斜させ、かつ端部から下方中央に向けて所定の角度
に傾斜させる形状としたことを特徴とする。
Further, the plate having the joint structure according to the present invention is a triangular plate of a predetermined size which is laid on a plurality of support beams arranged at a predetermined interval. When erected on the support beam, the shape of one side other than one side of the plate body located on this support beam is inclined at a predetermined angle θ and twisted from one end to the other end. Or inclined at a predetermined angle from the end toward the upper center and at a predetermined angle from the end toward the lower center.

【0009】[0009]

【発明の実施の形態】本発明の継手構造を有する板は、
所定の大きさのほぼ四角形、または三角形の板体であ
り、この板体の互いに接し合う接触面の形状は、所定の
角度θに傾斜させ、かつその一端から他端に向けて捩じ
った形状である。また、前記板体の互いに接し合う接触
面の形状は、端部から上方中央に向けて所定の角度に傾
斜させ、かつ端部から下方中央に向けて所定の角度に傾
斜させる形状である。また、本発明の継手構造を有する
板は、所定の間隔をもって配設された複数の支持梁の上
に架設する所定の大きさのほぼ四角形の板体であり、前
記支持梁の上に架設された時に、この支持梁の上に所在
する板体の二辺以外の二辺の形状は、所定の角度θに傾
斜させ、かつその一端から他端に向けて捩じった形状で
ある。また、前記支持梁の上に架設された時に、この支
持梁の上に所在する板体の二辺以外の二辺の形状は、端
部から上方中央に向けて所定の角度に傾斜させ、かつ端
部から下方中央に向けて所定の角度に傾斜させる形状で
ある。さらにまた、本発明の継手構造を有する板は、所
定の間隔をもって配設された複数の支持梁の上に架設す
る所定の大きさの三角形の板体であり、前記支持梁の上
に架設された時に、この支持梁の上に所在する板体の一
辺以外のいずれか一辺の形状は、所定の角度θに傾斜さ
せ、かつその一端から他端に向けて捩じった形状にする
か、または端部から上方中央に向けて所定の角度に傾斜
させ、かつ端部から下方中央に向けて所定の角度に傾斜
させる形状である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A plate having a joint structure according to the present invention
It is a substantially rectangular or triangular plate body of a predetermined size, and the shape of the contact surfaces of the plate bodies that contact each other is inclined at a predetermined angle θ and twisted from one end to the other end. Shape. The shape of the contact surfaces of the plate members that contact each other is such that the contact surfaces are inclined at a predetermined angle from the end toward the upper center and at a predetermined angle from the end toward the lower center. Further, the plate having the joint structure of the present invention is a substantially rectangular plate body having a predetermined size and mounted on a plurality of support beams provided at predetermined intervals, and is mounted on the support beams. At this time, the shape of the two sides other than the two sides of the plate located on the support beam is a shape inclined at a predetermined angle θ and twisted from one end to the other end. Further, when installed on the support beam, the shape of two sides other than the two sides of the plate body located on the support beam is inclined at a predetermined angle from the end toward the upper center, and The shape is inclined at a predetermined angle from the end toward the lower center. Still further, the plate having the joint structure of the present invention is a triangular plate having a predetermined size, which is laid on a plurality of support beams provided at predetermined intervals, and is laid on the support beam. At the time, the shape of any one side other than one side of the plate body located on the support beam is inclined at a predetermined angle θ, and has a shape twisted from one end to the other end, Alternatively, the shape is inclined at a predetermined angle from the end toward the upper center and at a predetermined angle from the end toward the lower center.

【0010】[0010]

【実施例】図1は、本発明に係る継手構造を有する板を
複数個連接させてなる好適な第1実施例を示す平面図で
あり、図2は、同斜視図である。図3は、同要部を示す
平面図で、図4は、図3の上半部における縦断側面図で
あり、図5は、図3の下半部における縦断側面図であ
る。
FIG. 1 is a plan view showing a preferred first embodiment in which a plurality of plates having a joint structure according to the present invention are connected, and FIG. 2 is a perspective view of the same. 3 is a plan view showing the essential part, FIG. 4 is a vertical sectional side view in the upper half of FIG. 3, and FIG. 5 is a vertical sectional side view in the lower half of FIG.

【0011】以下、図1ないし図5を用いて本発明に係
る継手構造を有する板の好適な第1実施例について詳細
に説明する。各図において、10,10は、所定の間隔
をもって配設された複数のH鋼からなる支持梁である。
11は、これら支持梁10の上に架設する所定の大きさ
のほぼ四角形の板体である。この板体11は、前記支持
梁10の上に架設された時に、この支持梁の上に所在す
る板体11の二辺11a,11b以外の二辺11c,1
1dの形状は、それぞれ所定の角度θに傾斜させ、かつ
その一端から他端に向けて捩じった形状になっている。
Hereinafter, a first preferred embodiment of a plate having a joint structure according to the present invention will be described in detail with reference to FIGS. In each of the figures, reference numerals 10 and 10 denote support beams made of a plurality of H steels arranged at predetermined intervals.
Reference numeral 11 denotes a substantially rectangular plate having a predetermined size which is erected on the support beam 10. When the plate 11 is erected on the support beam 10, the two sides 11c, 1 other than the two sides 11a, 11b of the plate 11 located on the support beam are provided.
The shape of 1d is such that it is inclined at a predetermined angle θ and twisted from one end to the other end.

【0012】複数個の板体11は、この板体11の二辺
11a,11b以外の二辺11c,11d側が互いに接
する面となって連接される。したがって、互いに接する
面を連接して使用する場合は、接触摩擦で剪断力が伝達
されるので、互いに連接される板体11の継手部の目違
いは生じない。前記板体11は、図3〜5中の矢印方向
には、移動不可である。目違いの大きさは、接触面が互
いに密接になるほど減少する。
The plurality of plate members 11 are connected so that two sides 11c and 11d other than the two sides 11a and 11b of the plate members 11 are in contact with each other. Therefore, when the surfaces that are in contact with each other are used in series, the shearing force is transmitted by the contact friction, so that there is no difference in the joint portions of the plate bodies 11 that are connected to each other. The plate 11 is immovable in the direction of the arrows in FIGS. The magnitude of the misalignment decreases as the contact surfaces become closer together.

【0013】図6は、本発明に係る継手構造を有する板
を複数個連接させてなる好適な第2実施例を示す斜視図
である。図7は、同要部を示す平面図で、図8は、図7
の上半部における縦断側面図であり、図9は、図7の下
半部における縦断側面図である。
FIG. 6 is a perspective view showing a second preferred embodiment in which a plurality of plates having a joint structure according to the present invention are connected. FIG. 7 is a plan view showing the essential part, and FIG.
FIG. 9 is a vertical sectional side view of the upper half of FIG. 7, and FIG. 9 is a vertical sectional side view of the lower half of FIG.

【0014】以下、図6ないし図9を用いて本発明に係
る継手構造を有する板の好適な第2実施例について詳細
に説明する。各図において、10,10は、所定の間隔
をもって配設された複数のH鋼からなる支持梁である。
12は、これら支持梁10の上に架設する所定の大きさ
のほぼ四角形の板体である。この板体12は、前記支持
梁10の上に架設された時に、この支持梁の上に所在す
る板体12の二辺12a,12b以外の二辺12c,1
2dの形状は、それぞれ端部から上方中央に向けて所定
の角度に傾斜させ、かつ端部から下方中央に向けて所定
の角度に傾斜させる形状になっている。
Hereinafter, a preferred second embodiment of the plate having the joint structure according to the present invention will be described in detail with reference to FIGS. In each of the figures, reference numerals 10 and 10 denote support beams made of a plurality of H steels arranged at predetermined intervals.
Reference numeral 12 denotes a substantially rectangular plate having a predetermined size and installed on the support beam 10. When the plate body 12 is mounted on the support beam 10, the two sides 12c, 1 other than the two sides 12a, 12b of the plate body 12 located on the support beam are provided.
The shape of 2d is such that it is inclined at a predetermined angle from the end toward the upper center, and inclined at a predetermined angle from the end toward the lower center.

【0015】複数個の板体12は、この板体12の二辺
12a,12b以外の二辺12c,12d側が互いに接
する面となって連接される。したがって、互いに接する
面を連接して使用する場合は、接触摩擦で剪断力が伝達
されるので、互いに連接される板体12の継手部の目違
いは生じない。前記板体12は、図7〜9中の矢印方向
には、移動不可である。目違いの大きさは、接触面が互
いに密接になるほど減少する。
The plurality of plate members 12 are connected so that two sides 12c and 12d other than the two sides 12a and 12b of the plate member 12 are in contact with each other. Therefore, when the surfaces that are in contact with each other are used in series, the shearing force is transmitted by the contact friction, so that there is no difference between the joints of the plate bodies 12 that are connected to each other. The plate 12 is immovable in the directions of the arrows in FIGS. The magnitude of the misalignment decreases as the contact surfaces become closer together.

【0016】図10は、本発明に係る継手構造を有する
板を複数個連接させてなる好適な第3実施例を示す平面
図であり、図11は、同斜視図である。
FIG. 10 is a plan view showing a third preferred embodiment in which a plurality of plates having a joint structure according to the present invention are connected, and FIG. 11 is a perspective view of the third embodiment.

【0017】以下、図10ないし図11を用いて本発明
に係る継手構造を有する板の好適な第3実施例について
詳細に説明する。各図において、10,10は、所定の
間隔をもって配設された複数のH鋼からなる支持梁であ
る。13は、これら支持梁10の上に架設する所定の大
きさの三角形の板体である。この板体13は、支持梁1
0の上に架設された時に、この支持梁10の上に所在す
る板体13の一辺13a以外のいずれか一辺13bの形
状は、所定の角度θに傾斜させ、かつその一端から他端
に向けて捩じった形状になっている。
Hereinafter, a third preferred embodiment of a plate having a joint structure according to the present invention will be described in detail with reference to FIGS. In each of the figures, reference numerals 10 and 10 denote support beams made of a plurality of H steels arranged at predetermined intervals. Reference numeral 13 denotes a triangular plate of a predetermined size which is erected on the support beam 10. This plate body 13 is
0, the shape of one side 13b other than one side 13a of the plate body 13 located on the support beam 10 is inclined at a predetermined angle θ, and is directed from one end to the other end. It has a twisted shape.

【0018】複数個の板体13は、この板体13の一辺
13a以外の辺13b側が互いに接する面となって連接
される。したがって、互いに接する面を連接して使用す
る場合は、接触摩擦で剪断力が伝達されるので、互いに
連接される板体13の継手部の目違いは生じない。前記
板体13は、図11中の矢印方向には、移動不可であ
る。目違いの大きさは、接触面が互いに密接になるほど
減少する。
The plurality of plate members 13 are connected so that the sides 13b other than one side 13a of the plate members 13 are in contact with each other. Therefore, when the surfaces that are in contact with each other are used in series, the shearing force is transmitted by the contact friction, so that there is no difference in the joint portions of the plate bodies 13 that are connected to each other. The plate 13 cannot move in the direction of the arrow in FIG. The magnitude of the misalignment decreases as the contact surfaces become closer together.

【0019】なお、本実施例では、板体をほぼ四角形や
三角形の板物としたが、ブロック状の物や中空断面形状
の構造物でも適用できること勿論である。
In the present embodiment, the plate is made of a substantially square or triangular plate, but it goes without saying that a block-shaped structure or a structure having a hollow cross section can also be applied.

【0020】[0020]

【発明の効果】本発明の継手構造を有する板によれば、
所定の大きさのほぼ四角形、または三角形の板体であ
り、この板体の互いに接し合う接触面の形状は、所定の
角度θに傾斜させ、かつその一端から他端に向けて捩じ
った形状としたものであり、また端部から上方中央に向
けて所定の角度に傾斜させ、かつ端部から下方中央に向
けて所定の角度に傾斜させる形状としたものであるか
ら、特殊な材料や特殊な継手構造を使用することなく、
継手部分の目違い量を小さくでき、構造が簡単となり、
コストも安価となるなどの効果がある。
According to the plate having the joint structure of the present invention,
It is a substantially rectangular or triangular plate body of a predetermined size, and the shape of the contact surfaces of the plate bodies that contact each other is inclined at a predetermined angle θ and twisted from one end to the other end. It is a shape that is inclined at a predetermined angle from the end toward the upper center, and is inclined at a predetermined angle from the end toward the lower center, so special materials and Without using special joint structure,
The misalignment of the joint can be reduced, the structure is simplified,
This has the effect of reducing the cost.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る継手構造を有する板を複数個連接
させてなる好適な第1実施例を示す平面図である。
FIG. 1 is a plan view showing a preferred first embodiment in which a plurality of plates having a joint structure according to the present invention are connected.

【図2】同斜視図である。FIG. 2 is a perspective view of the same.

【図3】同要部を示す平面図である。FIG. 3 is a plan view showing the main part.

【図4】図3の上半部における縦断側面図である。FIG. 4 is a vertical sectional side view of an upper half portion of FIG. 3;

【図5】図3の下半部における縦断側面図である。FIG. 5 is a vertical sectional side view of a lower half of FIG. 3;

【図6】本発明に係る継手構造を有する板を複数個連接
させてなる好適な第2実施例を示す斜視図である。
FIG. 6 is a perspective view showing a second preferred embodiment in which a plurality of plates having a joint structure according to the present invention are connected.

【図7】同要部を示す平面図である。FIG. 7 is a plan view showing the main part.

【図8】図7の上半部における縦断側面図である。8 is a vertical sectional side view of the upper half of FIG. 7;

【図9】図7の下半部における縦断側面図である。9 is a vertical sectional side view of a lower half part of FIG. 7;

【図10】本発明に係る継手構造を有する板を複数個連
接させてなる好適な第3実施例を示す平面図である。
FIG. 10 is a plan view showing a third preferred embodiment formed by connecting a plurality of plates having a joint structure according to the present invention.

【図11】同斜視図である。FIG. 11 is a perspective view of the same.

【符号の説明】[Explanation of symbols]

10 支持梁 11 ほぼ四角形の板体 11a,11b 板体11の二辺 11c,11d 板体11の二辺11a,11b以外
の二辺 12 ほぼ四角形の板体 12a,12b 板体12の二辺 12c,12d 板体12の二辺12a,12b以外
の二辺 13 三角形の板体 13a 板体13の一辺 13b 板体13の一辺13a以外の一辺
DESCRIPTION OF SYMBOLS 10 Support beam 11 Substantially square plate 11a, 11b Two sides 11c, 11d of plate 11 Two sides other than the two sides 11a, 11b of plate 11 12 Substantially square plate 12a, 12b Two sides 12c of plate 12 , 12d Two sides of the plate body 12 other than the two sides 12a and 12b 13 Triangular plate body 13a One side of the plate body 13b One side of the plate body 13 other than the one side 13a

フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E01D 19/12 E01C 5/06 E04B 1/61 E04C 2/30 Continued on the front page (58) Fields surveyed (Int.Cl. 6 , DB name) E01D 19/12 E01C 5/06 E04B 1/61 E04C 2/30

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】所定の大きさのほぼ四角形、または三角形
の板体であり、この板体の互いに接し合う接触面の形状
は、所定の角度θに傾斜させ、かつその一端から他端に
向けて捩じった形状としたことを特徴とする継手構造を
有する板。
1. A substantially rectangular or triangular plate body having a predetermined size, wherein the contact surfaces of the plate bodies that contact each other are inclined at a predetermined angle θ and extend from one end to the other end. A plate having a joint structure characterized by having a twisted shape.
【請求項2】所定の大きさのほぼ四角形、または三角形
の板体であり、この板体の互いに接し合う接触面の形状
は、端部から上方中央に向けて所定の角度に傾斜させ、
かつ端部から下方中央に向けて所定の角度に傾斜させる
形状としたことを特徴とする継手構造を有する板。
2. A substantially rectangular or triangular plate body having a predetermined size, wherein the contact surfaces of the plate bodies that are in contact with each other are inclined at a predetermined angle from an end toward an upper center,
A plate having a joint structure, wherein the plate has a shape inclined at a predetermined angle from an end to a lower center.
【請求項3】所定の間隔をもって配設された複数の支持
梁の上に架設する所定の大きさのほぼ四角形の板体であ
り、前記支持梁の上に架設された時に、この支持梁の上
に所在する板体の二辺以外の二辺の形状は、所定の角度
θに傾斜させ、かつその一端から他端に向けて捩じった
形状としたことを特徴とする継手構造を有する板。
3. A substantially rectangular plate having a predetermined size, which is laid on a plurality of support beams provided at predetermined intervals, and which is mounted on the support beam when the support beam is erected. The shape of two sides other than the two sides of the plate body located on the top is inclined at a predetermined angle θ, and has a joint structure characterized by being twisted from one end to the other end. Board.
【請求項4】所定の間隔をもって配設された複数の支持
梁の上に架設する所定の大きさのほぼ四角形の板体であ
り、前記支持梁の上に架設された時に、この支持梁の上
に所在する板体の二辺以外の二辺の形状は、端部から上
方中央に向けて所定の角度に傾斜させ、かつ端部から下
方中央に向けて所定の角度に傾斜させる形状としたこと
を特徴とする継手構造を有する板。
4. A substantially rectangular plate of a predetermined size, which is laid on a plurality of support beams provided at predetermined intervals, and when the support beam is laid on the support beams, The shape of the two sides other than the two sides of the plate body located on the top is inclined at a predetermined angle from the end toward the upper center, and inclined at a predetermined angle from the end toward the lower center. A plate having a joint structure.
【請求項5】所定の間隔をもって配設された複数の支持
梁の上に架設する所定の大きさの三角形の板体であり、
前記支持梁の上に架設された時に、この支持梁の上に所
在する板体の一辺以外のいずれか一辺の形状は、所定の
角度θに傾斜させ、かつその一端から他端に向けて捩じ
った形状にするか、または端部から上方中央に向けて所
定の角度に傾斜させ、かつ端部から下方中央に向けて所
定の角度に傾斜させる形状としたことを特徴とする継手
構造を有する板。
5. A triangular plate of a predetermined size, which is laid on a plurality of support beams arranged at a predetermined interval,
When installed on the support beam, the shape of any one side other than one side of the plate body located on the support beam is inclined at a predetermined angle θ, and the shape is twisted from one end to the other end. A joint structure characterized by having a kinked shape or being inclined at a predetermined angle from the end toward the upper center, and inclined at a predetermined angle from the end toward the lower center. Having plates.
JP8242452A 1996-08-09 1996-08-09 Plate with joint structure Expired - Fee Related JP2964395B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8242452A JP2964395B2 (en) 1996-08-09 1996-08-09 Plate with joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8242452A JP2964395B2 (en) 1996-08-09 1996-08-09 Plate with joint structure

Publications (2)

Publication Number Publication Date
JPH1054012A JPH1054012A (en) 1998-02-24
JP2964395B2 true JP2964395B2 (en) 1999-10-18

Family

ID=17089317

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8242452A Expired - Fee Related JP2964395B2 (en) 1996-08-09 1996-08-09 Plate with joint structure

Country Status (1)

Country Link
JP (1) JP2964395B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7669249B2 (en) * 2021-11-02 2025-04-28 三井住友建設株式会社 Precast prestressed concrete deck structure and construction method

Also Published As

Publication number Publication date
JPH1054012A (en) 1998-02-24

Similar Documents

Publication Publication Date Title
CN110582609B (en) Construction system and method for combined U-shaped reinforced beam bridge deck
CA2566328C (en) Two-way architectural structural system and modular support member
CN103249893A (en) Floor slab structure for bridge
JPH083920A (en) Mountain suspension bridge
JP2964395B2 (en) Plate with joint structure
JPH0215707B2 (en)
CN110725439A (en) A prefabricated steel-concrete shear wall and its construction method
KR100622452B1 (en) Partially Synthetic Multi-H Steel Girders
JP2657910B2 (en) Main girder connecting method of bridge girder
CN213625220U (en) Steel construction bridge plate with girder and secondary beam
KR100588447B1 (en) Bridge bridge and girder integrated structure and construction method
KR100656428B1 (en) A precast railing
JPS627339B2 (en)
JP2017125394A (en) Precast concrete structure joint structure and precast concrete member
JP2971438B2 (en) Foamed plastic unit for foundation
JPS61134422A (en) Method of building precast concrete underground continuous wall
KR100588446B1 (en) Continuous bridge structure of bridge and construction method
KR100696298B1 (en) Joint structure of shift and H pile in integral shift bridge and construction method
JPH11236705A (en) Roof structure of protective construction for snowslide, rockfall, etc.
JP2006283317A (en) Prestressed concrete floor slab formed of precast concrete plates, and method of constructing the same
JP2624619B2 (en) Fence
CN118996978A (en) Modularized rapid-assembly permanent-face combined steel structure bridge and construction method thereof
JPS59138644A (en) Constructon of synthetic floor consisting of pc beam or ps beam and deck plate floor slab concrete
JPH036663Y2 (en)
KR20090010933U (en) Railing Post Support Structure of Wood Bridge

Legal Events

Date Code Title Description
S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080813

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090813

Year of fee payment: 10

LAPS Cancellation because of no payment of annual fees