JPH08333707A - Connecting structure of lining slab - Google Patents

Connecting structure of lining slab

Info

Publication number
JPH08333707A
JPH08333707A JP17532795A JP17532795A JPH08333707A JP H08333707 A JPH08333707 A JP H08333707A JP 17532795 A JP17532795 A JP 17532795A JP 17532795 A JP17532795 A JP 17532795A JP H08333707 A JPH08333707 A JP H08333707A
Authority
JP
Japan
Prior art keywords
plate
lining
triangular
lining plate
seat plate
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
Application number
JP17532795A
Other languages
Japanese (ja)
Other versions
JP2630579B2 (en
Inventor
Hirona Akana
弘名 赤名
Ritsu Nakagawa
律 中川
Takeshi Uchiyama
剛 内山
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.)
ONE EITEI KK
Original Assignee
ONE 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 ONE EITEI KK filed Critical ONE EITEI KK
Priority to JP17532795A priority Critical patent/JP2630579B2/en
Publication of JPH08333707A publication Critical patent/JPH08333707A/en
Application granted granted Critical
Publication of JP2630579B2 publication Critical patent/JP2630579B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE: To connect a lining slab to a support beam so as not to jolt by the way of forming this lining block into a triangle. CONSTITUTION: A hexagonal support projection 2 is clamped to the upper center of a seat plate 1, constituting a receiver fitting, and plural pieces of the receiver fittings constituted like this are mounted on each support beam 4, installed parallelly at the specified interval, at regular intervals. The vicinity of each apex of six triangular lining slabs 5 is radially set up and mounted on the receiver fittings, while the seat plate 1 and the vicinity of each apex of these triangular lining slabs 5 are clamped and joined together by each connecting bolt 6 inserted through a range extending from a bottom part in and around the apexes of these lining slabs 5 to the seat plate 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、路面の覆工版、排水路
の覆工版、橋梁用床版、空港の滑走路やエプロン、体育
館や倉庫や工場等の床版、鉄道の道床(特に踏切等)、
シェット、シールドエレメント、カーテンウォール等の
版構造物の全てに用いることができる覆工版の連結構造
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lining plate for road surfaces, a lining plate for drainage, a floor slab for bridges, a floor slab for airport runways and aprons, gymnasiums, warehouses, factories, etc. Especially railroad crossings, etc.),
The present invention relates to a connection structure of a lining plate that can be used for all plate structures such as a shet, a shield element, and a curtain wall.

【0002】[0002]

【従来の技術】従来の覆工版としては、特公昭41−1
9863号公報に示されているように、平面4角形の覆
工版が知られている。
2. Description of the Related Art As a conventional lining plate, there is Japanese Patent Publication No. 41-1.
As disclosed in Japanese Patent Publication No. 9863, a plane quadrangular lining plate is known.

【0003】[0003]

【発明が解決しようとする課題】前記従来の覆工版の平
面形状は4角形であるので、その覆工版を支持する2本
の支持梁に水平度の狂いがあると、その覆工版が4点で
確実に支承されなくなり、そのため覆工版における4点
の被支承部のうち、支承されていない覆工版の1点の上
部に走行する車両が乗ると、その覆工版にがた付きが生
じるという欠点がある。
Since the planar shape of the conventional lining plate is a quadrangle, if the two supporting beams for supporting the lining plate are out of level, the lining plate will be deformed. Is not reliably supported at the four points. Therefore, when a vehicle that travels above one unsupported lining plate among the four supported portions of the lining plate gets on, the lining plate is damaged. There is a disadvantage that rattling occurs.

【0004】[0004]

【課題を解決するための手段】前記のような問題を有利
に解決するために、本発明の覆工版の連結構造において
は、座板1の上部中央に6角形の支承突起2を固定して
受具3を構成し、このように構成した複数の受具3を一
定間隔で平行に架設された各支持梁4に一定間隔で載置
し、各受具3の上に、6枚の3角形覆工版5の頂部付近
を放射状に配置して載置すると共に、各3角形覆工版5
の頂部付近の底部と前記座板1とにわたって挿通した結
合用ボルト6により、前記座板1と前記6枚の3角形覆
工版5の頂部付近とを締付け結合した覆工版の連結構造
としたものである。
In order to advantageously solve the above problems, in the lining plate connecting structure of the present invention, a hexagonal support protrusion 2 is fixed to the upper center of the seat plate 1. The receivers 3 are configured by the above, and the plurality of receivers 3 configured in this way are placed at regular intervals on the support beams 4 that are installed in parallel at regular intervals. The triangular lining plate 5 is arranged radially near the top of the triangular lining plate 5 and placed on the triangular lining plate 5.
A connecting structure of a lining plate in which the seat plate 1 and the vicinity of the tops of the six triangular lining plates 5 are fastened and connected by a connecting bolt 6 inserted between the bottom near the top and the seat plate 1. It was done.

【0005】[0005]

【実施例】図8は本発明の実施例において使用する3角
形覆工版を示す平面図、図9は3角形覆工版の頂部付近
を示す正面図、図10は3角形覆工版の側面図、図11
は図8のC−C線断面図であって、5は本発明を実施す
る場合に使用する3角形覆工版であり、それぞれ頂部
(隅部)を切断して対向する底辺と平行な頂面を有する
正3角形または2等辺3角形の周縁枠8が、鋼材等の金
属材料により構成され、その周縁枠8の厚さ方向の底部
に、鋼材等の金属材料からなる底板9が溶接により固着
され、その底板9の下面に、支持梁4と突き当たらない
位置において、覆工版外れ止め用係止突出部10が溶接
により固着されている。
EXAMPLE FIG. 8 is a plan view showing a triangular lining plate used in an example of the present invention, FIG. 9 is a front view showing the top of the triangular lining plate, and FIG. 10 is a triangular lining plate. Side view, FIG.
8 is a cross-sectional view taken along the line CC of FIG. 8, and 5 is a triangular lining plate used when carrying out the present invention, in which the tops (corners) are cut and the tops parallel to the opposite bottoms are cut. A regular triangular or isosceles triangular peripheral frame 8 having a surface is made of a metal material such as steel, and a bottom plate 9 made of a metallic material such as steel is welded to the bottom of the peripheral frame 8 in the thickness direction by welding. The locking projection 10 for preventing the lining plate from coming off is fixed to the lower surface of the bottom plate 9 by welding at a position where it does not abut the support beam 4.

【0006】前記周縁枠8の内面の周囲に多数のジベル
金具11が溶接により固着され、さらに、周縁枠8内に
コンクリートやアスファルト等の充填材12が充填され
ている。周縁枠8の各頂部に、ボルト挿通用透孔13を
有する下面板14および上面板15と垂直なガイドパイ
プ16とを一体に結合して構成した取付金具17が、溶
接により固着されている。
A large number of dowel fittings 11 are fixed to the periphery of the inner surface of the peripheral frame 8 by welding, and the peripheral frame 8 is filled with a filler 12 such as concrete or asphalt. At the top of the peripheral frame 8, a mounting plate 17 formed by integrally connecting a lower surface plate 14 having a through hole 13 for bolt insertion and a guide pipe 16 perpendicular to the upper surface plate 15 is fixed by welding.

【0007】図12および図13は本発明を実施する場
合に使用する受具3を示すものであって、正6角形の座
板1の上面の中央部に、正6角形の支承突起2が一体に
形成され、さらに、前記支承突起2の各隅角部から放射
状に延長する垂直な仕切板7は、座板1および支承突起
2に対し溶接により固着され、前記座板1の仕切板7,
7に囲まれた位置には、前記正6角形の支承突起2の各
辺の中央部から一定間隔だけ離れた位置において、ボル
ト挿通用透孔18が設けられている。このように形成さ
れた受具3は、プラスチック製、硬質ゴム製、金属製、
または金属にプラスチックあるいは硬質ゴムを被覆した
ものとする。
FIG. 12 and FIG. 13 show a receiving member 3 used in carrying out the present invention. A regular hexagonal support projection 2 is provided at the center of the upper surface of a regular hexagonal seat plate 1. A vertical partition plate 7 formed integrally and extending radially from each corner of the bearing projection 2 is fixed to the seat plate 1 and the bearing projection 2 by welding, and the partition plate 7 of the seat plate 1 is welded. ,
At a position surrounded by 7, a bolt insertion through hole 18 is provided at a position away from the center of each side of the regular hexagonal support projection 2 by a predetermined interval. The receiving device 3 thus formed is made of plastic, hard rubber, metal,
Alternatively, the metal is covered with plastic or hard rubber.

【0008】図14は本発明の実施例において使用され
る緩衝用ゴム板19を示すものであって、硬度が60°
〜80°のゴム板に、前記受具3を形成する座板1に穿
設したボルト挿通用透孔18と合致する6個のボルト挿
通用透孔20が穿設されている。
FIG. 14 shows a cushioning rubber plate 19 used in an embodiment of the present invention, which has a hardness of 60 °.
Six bolt insertion through holes 20 that match the bolt insertion through holes 18 formed in the seat plate 1 forming the receiving member 3 are formed in the rubber plate of -80 °.

【0009】図1ないし図7は前記3角形覆工版5を使
用した覆工版の連結順序を示すものであって、すなわ
ち、図1は一方の支持梁4にボルト挿通用透孔22を穿
設し、他方の支持梁4に緩衝用ゴム板19を載置した状
態を示す平面図、図2は一方の支持梁4に緩衝用ゴム板
19を載置し、他方の支持梁4に緩衝用ゴム板19を載
置したその上に受具3を載置した状態を示す平面図、図
3は一つの受具3の上に6枚の3角形覆工版5の頂部を
載置した状態を示す平面図、図4は図3のA−A線にお
ける断面図、図5は6枚の3角形覆工版5の頂部を連結
した状態を示す平面図、図6は連結された6枚の3角形
覆工版5の頂部を拡大して示す平面図、図7は図5のB
−B線における断面図である。まず、図1に示すよう
に、H形断面の多数の支持梁4が、ほぼ水平状態で平行
に架設され、かつ、前記支持梁4の上部フランジ21
に、前記緩衝用ゴム板19および受具3を形成する座板
1のボルト挿通用透孔20,18に合致するボルト挿通
用透孔22が穿設され、前記支持梁4の上部フランジ2
1に、各ボルト挿通用透孔22とボルト挿通用透孔20
とが合致するようにして、緩衝用ゴム板19が載置され
る。
FIGS. 1 to 7 show the connection order of the lining plates using the triangular lining plate 5. That is, FIG. 1 shows that one of the support beams 4 has a through hole 22 for bolt insertion. FIG. 2 is a plan view showing a state in which a rubber plate 19 for cushioning is mounted on the other supporting beam 4, and FIG. FIG. 3 is a plan view showing a state in which the receiver 3 is mounted on the buffer rubber plate 19, and FIG. 3 shows a state in which the tops of six triangular lining plates 5 are mounted on one receiver 3. FIG. 4 is a cross-sectional view taken along line AA of FIG. 3, FIG. 5 is a plan view showing a state where the tops of six triangular lining plates 5 are connected, and FIG. FIG. 7 is an enlarged plan view showing the tops of the six triangular lining plates 5, and FIG.
It is a sectional view taken along the line B. First, as shown in FIG. 1, a large number of support beams 4 having an H-shaped cross section are installed in parallel in a substantially horizontal state, and the upper flange 21 of the support beams 4 is provided.
A through hole 22 for bolt insertion that matches the through holes 20, 18 for bolt insertion of the seat plate 1 forming the cushioning rubber plate 19 and the receiving member 3 is formed in the upper flange 2 of the support beam 4.
1, each bolt insertion through hole 22 and bolt insertion through hole 20
The cushioning rubber plate 19 is placed in such a way that

【0010】次に、図2に示すように、前記緩衝用ゴム
板19の上に、ボルト挿通用透孔20とボルト挿通用透
孔18とが合致するようにして、受具3が載置され、次
いで、図3および図4に示すように、1個の受具3に対
し、6枚の3角形覆工版5の頂部が挿込み嵌入され、次
に、図5ないし図7に示すように、3角形覆工版5の下
面板14と、受具3の座板1と、緩衝用ゴム板19と、
支持梁4の上部フランジ21とにわたって、結合用ボル
ト6が上方から挿通され、その結合用ボルト6の下部に
ナット23が螺合され、各結合用ボルト6およびこれに
螺合された各ナット23により、6枚の3角形覆工版5
と受具3と緩衝用ゴム板19とが,1本の支持梁4に固
定される。
Next, as shown in FIG. 2, the receiving member 3 is placed on the cushioning rubber plate 19 so that the bolt insertion through holes 20 and the bolt insertion through holes 18 are aligned with each other. Then, as shown in FIGS. 3 and 4, the top portions of the six triangular lining plates 5 are inserted and fitted into one receiving member 3, and then shown in FIGS. 5 to 7. So that the lower surface plate 14 of the triangular lining plate 5, the seat plate 1 of the receiving tool 3, the cushioning rubber plate 19,
A coupling bolt 6 is inserted from above over the upper flange 21 of the support beam 4, and a nut 23 is screwed to the lower portion of the coupling bolt 6, and each coupling bolt 6 and each nut 23 screwed to this. By this, 6 pieces of triangular lining plate 5
The receiving member 3 and the cushioning rubber plate 19 are fixed to one support beam 4.

【0011】3角形覆工版5を取外す場合は、前記結合
用ボルト6を取外すことにより、3角形覆工版5を迅速
に撤去することができる。
When removing the triangular lining plate 5, the connecting bolt 6 can be removed to quickly remove the triangular lining plate 5.

【0012】なを、本発明を実施する場合、3角形覆工
版5全体を鋼製にしてもよく、あるいは、鋼製の3角形
覆工版5を骨材とした鉄筋コンクリートにより構成して
もよい。また、本発明の覆工版の連結構造の応用は、路
面の覆工版、排水路の覆工版、橋梁用床版、空港の滑走
路やエプロン、体育館や倉庫や工場等の床版、鉄道の道
床(特に踏切等)、シェット、シールドエレメント、カ
ーテンウォール等の版構造物の全てに用いることができ
る。
When the present invention is carried out, the triangular lining plate 5 may be entirely made of steel, or the reinforced concrete plate 5 made of steel may be made of reinforced concrete. Good. In addition, the application of the connection structure of the lining plate of the present invention is a lining plate for a road surface, a lining plate for a drainage channel, a slab for a bridge, an airport runway or an apron, a slab for a gymnasium, a warehouse, a factory, The present invention can be used for all plate structures such as a railway bed (particularly a railroad crossing), a shet, a shield element, and a curtain wall.

【0013】[0013]

【発明の効果】本発明によれば、座板1の上部中央に6
角形の支承突起2を固定して受具3を構成し、このよう
に構成した複数の受具3を一定間隔で平行に架設された
各支持梁4に一定間隔で載置し、各受具3の上に、6枚
の3角形覆工版5の頂部付近を放射状に配置して載置す
ると共に、各3角形覆工版5の頂部付近の底部と前記座
板1とにわたって挿通した結合用ボルト6により、前記
座板1と前記6枚の3角形覆工版5の頂部付近とを締付
け結合した覆工版の連結構造としたので、各支持梁4の
上に載置した受具3の上に6枚の3角形覆工版5の頂部
付近を放射状に載置し、各3角形覆工版5の頂部付近の
底部と、前記受具3の座板1と、支持梁4とに結合用ボ
ルト6を貫通し締め付けて、6枚の3角形覆工版5の頂
部付近が支持梁4に連結され、そのため自動車等の車両
が3角形覆工版5の上に乗っても、その3角形覆工版5
が、がた付くことはなく、かつ、6枚の3角形覆工版5
の頂部を、結合用ボルト6のみによる簡単な構造の連結
部材を使用して、迅速に連結することができ、さらに3
角形覆工版5の一つの頂部を、共通の支承突起2に突き
合わせるか、または近接させることにより、3角形覆工
版5を強力に支承することができる。
According to the present invention, the center of the upper part of
The rectangular support projections 2 are fixed to form the receiving member 3, and the plurality of receiving members 3 configured as described above are placed at regular intervals on the respective support beams 4 laid in parallel at regular intervals. 3 are placed radially around the tops of the six triangular lining plates 5 and mounted thereon, and are connected through the bottom portions near the tops of the respective triangular lining plates 5 and the seat plate 1. Since the seat plate 1 and the vicinity of the tops of the six triangular lining plates 5 are fastened and connected to each other by the bolts 6, the receiving plate placed on each support beam 4 is formed. 3 are placed radially around the tops of the six triangular lining plates 5, the bottoms near the tops of the triangular lining plates 5, the seat plate 1 of the receiving device 3, and the support beams 4. Then, the connecting bolts 6 are passed through and tightened, so that the vicinity of the tops of the six triangular lining plates 5 is connected to the support beam 4, so that a vehicle such as an automobile can be mounted on the triangular lining plate 5. Even riding on top, the triangle lining version 5
However, there is no rattling, and six triangular lining plates 5
Can be quickly connected using a connecting member having a simple structure using only the connecting bolts 6.
The triangular lining plate 5 can be strongly supported by abutting or approaching one top of the rectangular lining plate 5 to the common bearing protrusion 2.

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

【図1】一方の支持梁にボルト挿通用透孔を穿設し、他
方の支持梁に緩衝用ゴム板を載置した状態を示す平面図
である。
FIG. 1 is a plan view showing a state in which a bolt insertion through hole is formed in one support beam and a cushioning rubber plate is placed on the other support beam.

【図2】一方の支持梁に緩衝用ゴム板を載置し、他方の
支持梁に緩衝用ゴム板を載置したその上に受具を載置し
た状態を示す平面図である。
FIG. 2 is a plan view showing a state in which a buffer rubber plate is placed on one support beam and a buffer rubber plate is placed on the other support beam, and a receiver is placed thereon.

【図3】一つの受具の上に6枚の3角形覆工版の頂部を
載置した状態を示す平面図である。
FIG. 3 is a plan view showing a state in which the tops of six triangular lining plates are placed on one receiver.

【図4】図3のA−A線における断面図である。4 is a cross-sectional view taken along the line AA of FIG.

【図5】6枚の3角形覆工版の頂部を連結した状態を示
す平面図である。
FIG. 5 is a plan view showing a state in which the tops of six triangular lining plates are connected.

【図6】連結された6枚の3角形覆工版の頂部を拡大し
て示す平面図である。
FIG. 6 is an enlarged plan view showing the tops of the six connected triangular lining plates.

【図7】図5のB−B線における断面図である。7 is a cross-sectional view taken along the line BB of FIG.

【図8】本発明の実施例において使用する3角形覆工版
を示す平面図である。
FIG. 8 is a plan view showing a triangle lining plate used in the embodiment of the present invention.

【図9】図8に示す3角形覆工版の頂部付近を示す正面
図である。
9 is a front view showing the vicinity of the top of the triangular lining plate shown in FIG. 8. FIG.

【図10】本発明の実施例において使用する3角形覆工
版を示す側面図である。
FIG. 10 is a side view showing a triangular lining plate used in an example of the present invention.

【図11】図8のC−C線断面図である。FIG. 11 is a sectional view taken along line CC of FIG. 8;

【図12】本発明の実施例において使用する受具を示す
平面図である。
FIG. 12 is a plan view showing a receiver used in the embodiment of the present invention.

【図13】図12に示す受具の正面図である。FIG. 13 is a front view of the receiving tool shown in FIG.

【図14】本発明の実施例において使用する緩衝用ゴム
板を示す平面図である。
FIG. 14 is a plan view showing a rubber cushioning plate used in an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 座板 2 支承突起 3 受具 4 支持梁 5 3角形覆工版 6 結合用ボルト 7 仕切板 8 周縁枠 9 底板 10 覆工版外れ止め用係止突出部 11 ジベル金具 12 充填材 13 ボルト挿通用透孔 14 下面板 15 状面板 16 ガイドパイプ 17 取付金具 18 ボルト挿通用透孔 19 緩衝用ゴム板 20 ボルト挿通用透孔 21 上部フランジ 22 ボルト挿通用透孔 23 ナット REFERENCE SIGNS LIST 1 seat plate 2 support projection 3 support 4 support beam 5 triangular lining plate 6 connecting bolt 7 partition plate 8 peripheral frame 9 bottom plate 10 buckling plate retaining stopper projection 11 dowel fitting 12 filler 13 bolt insertion Through-hole 14 Lower surface plate 15-shaped face plate 16 Guide pipe 17 Mounting bracket 18 Bolt insertion through-hole 19 Buffer rubber plate 20 Bolt insertion through-hole 21 Upper flange 22 Bolt insertion through-hole 23 Nut

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 座板1の上部中央に6角形の支承突起2
を固定して受具3を構成し、このように構成した複数の
受具3を一定間隔で平行に架設された各支持梁4に一定
間隔で載置し、各受具3の上に、6枚の3角形覆工版5
の頂部付近を放射状に配置して載置すると共に、各3角
形覆工版5の頂部付近の底部と前記座板1とにわたって
挿通した結合用ボルト6により、前記座板1と前記6枚
の3角形覆工版5の頂部付近とを締付け結合したことを
特徴とする覆工版の連結構造。
1. A hexagonal support projection 2 at the upper center of a seat plate 1.
Are fixed to form a receiving member 3, and the plurality of receiving members 3 configured as described above are placed at regular intervals on each of the support beams 4 laid in parallel at regular intervals, and on each receiving member 3, 6 triangular lining plates 5
Of the triangular lining plate 5 and the bottom plate near the top of each triangular lining plate 5 and the seating plate 1 are inserted through the seating plate 1 by the connecting bolts 6. A structure for connecting a lining plate, characterized in that the triangular lining plate 5 and the vicinity of the top thereof are fastened together.
JP17532795A 1995-06-08 1995-06-08 Connecting structure of lining plate Expired - Lifetime JP2630579B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17532795A JP2630579B2 (en) 1995-06-08 1995-06-08 Connecting structure of lining plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17532795A JP2630579B2 (en) 1995-06-08 1995-06-08 Connecting structure of lining plate

Publications (2)

Publication Number Publication Date
JPH08333707A true JPH08333707A (en) 1996-12-17
JP2630579B2 JP2630579B2 (en) 1997-07-16

Family

ID=15994143

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17532795A Expired - Lifetime JP2630579B2 (en) 1995-06-08 1995-06-08 Connecting structure of lining plate

Country Status (1)

Country Link
JP (1) JP2630579B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008255591A (en) * 2007-04-02 2008-10-23 Hirose & Co Ltd Lining plate mounting structure
WO2014194238A1 (en) * 2013-05-30 2014-12-04 Wold Mike Modular rig mat system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008255591A (en) * 2007-04-02 2008-10-23 Hirose & Co Ltd Lining plate mounting structure
WO2014194238A1 (en) * 2013-05-30 2014-12-04 Wold Mike Modular rig mat system
CN105518216A (en) * 2013-05-30 2016-04-20 迈克·沃尔德 Modular rig mat system

Also Published As

Publication number Publication date
JP2630579B2 (en) 1997-07-16

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