JPH09324545A - Footway for access platform - Google Patents

Footway for access platform

Info

Publication number
JPH09324545A
JPH09324545A JP16367596A JP16367596A JPH09324545A JP H09324545 A JPH09324545 A JP H09324545A JP 16367596 A JP16367596 A JP 16367596A JP 16367596 A JP16367596 A JP 16367596A JP H09324545 A JPH09324545 A JP H09324545A
Authority
JP
Japan
Prior art keywords
gantry
sidewalk
joist
girder
main
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.)
Pending
Application number
JP16367596A
Other languages
Japanese (ja)
Inventor
Yasuhisa Horiba
靖久 堀場
Kazuhiro Azuma
和弘 東
Yumiko Iwashita
由美子 岩下
Takuya Tamura
卓也 田村
Tsuneyoshi Hioki
恒義 日置
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.)
MARUFUJI SHIITOPAIRU KK
Original Assignee
MARUFUJI SHIITOPAIRU 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 MARUFUJI SHIITOPAIRU KK filed Critical MARUFUJI SHIITOPAIRU KK
Priority to JP16367596A priority Critical patent/JPH09324545A/en
Publication of JPH09324545A publication Critical patent/JPH09324545A/en
Pending legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)

Abstract

PROBLEM TO BE SOLVED: To obtain a footway that is connected simply to an access platform by providing a pair of main beams arranged in parallel with each other at a specified distance, a middle beam to be laid for spanning the main beams, antiskid boards to be fixed to the upper side of a footway platform to be constructed in a gridlike form of the main beams and the middle beam, and a foldable balustrade to be erected on the main beam at the outside. SOLUTION: Two main beams 22a and 22b arranged oppositely with a specified distance provided in between and a middle beam 23 serving as a tie beam to be arranged for spanning the main beams 22a and 22b are assembled into a gridlike form, and thereby a footway platform is constructed. Antiskid boards are fixed to the upper side of the footway platform, and a foldable balustrade 30 is erected on the main beam 22b at the outside. On using, the main beam 22b is placed on a footway joist 14 and the main beam 22a is placed on a joist 12 on which lining boards 13 are laid. Therefore, the footway can be clearly distinguished from a carriageway and safety is ensured for walkers (workers).

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】この発明は、建築工事及び土
木工事現場で使用する乗り入れ構台に連設する専用歩道
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sidewalk dedicated to a boarding gantry used in construction and civil engineering sites.

【0002】[0002]

【従来の技術】鉄骨造或いは鉄骨・鉄筋コンクリート
造、鉄筋コンクリート造の建物の建築現場においては、
一階部分に乗り入れ構台が仮設され、この構台を利用し
て掘削機械、クレーン車、土砂搬出用ダンプカー、鉄骨
運搬用大型トラック、あるいは生コン車などが、根伐さ
れた現場敷地内に出入りできるようになっている。また
この構台は、各種作業車両の作業ステージとして地下階
や地上階の躯体の施工に使用され、さらに構台の一部は
現場作業員が通る歩道としても利用されることがある。
2. Description of the Related Art At a construction site of a steel frame structure, a steel frame / reinforced concrete structure, or a reinforced concrete structure,
There is a temporary gantry on the first floor so that excavators, crane trucks, dump trucks for loading and unloading sand, large trucks for transporting steel frames, or ready-mixed trucks can be used to enter and leave the site where the trees have been cleared. It has become. Further, this gantry is used as a work stage of various work vehicles for construction of the basement or ground floor skeleton, and a part of the gantry may also be used as a sidewalk for field workers.

【0003】このように構台は重量のある各種作業車両
がその上を通って出入りするものであるので、強度的に
もその車両の出入りに耐えられるように、図12(a〜
c)に例示するように構台支柱の上に大引11を架設
し、その上に所定間隔にH型鋼またはI型鋼から成る根
太12を横架し、さらに根太の上に連続して矩形状の覆
工板13を多数敷き並べて構築されている。なお、構台
の一部を歩道として利用する場合には、上記覆工板13
のうえにペイント等で便宜的に線引きして歩道を指定す
るという手法が採られていた。
As described above, since various heavy work vehicles pass through and go in and out of the gantry, as shown in FIGS.
As illustrated in c), the Daihiki 11 is erected on the gantry support, and the joists 12 made of H-shaped steel or I-shaped steel are laterally laid on it at predetermined intervals. It is constructed by laying a large number of lining plates 13 side by side. In addition, when a part of the gantry is used as a sidewalk, the lining plate 13 is used.
On top of that, a method was used in which a sidewalk was designated by drawing a line with paint or the like for convenience.

【0004】[0004]

【発明が解決しようとする課題】しかし従来の構台は、
通常、車道と歩道とが明確に区分けされていないため通
行する作業者の安全管理上問題があった。すなわち現場
では、ペイント等で線引きして歩道を指定した場合で
も、車止めがないため、実際には、指定したその歩道上
に作業車両が進出したり、クレーン車のアウトリガーを
張り出し設置している場合が多く見られ、作業区分が必
ずしも守られておらず、したがって構台を通る歩行者の
安全が十分に確保できていないのが現状であった。ま
た、覆工板上にペイントを塗布するので、この覆工板を
ほかの場所に転用使用する場合にはその見映え(外観)
が悪くなる。そのためペイントをあらためて落とさなけ
ればならないという煩わしさもある。
However, the conventional gantry has the following problems.
Usually, there is a problem in safety management of workers who pass by because the roadway and the sidewalk are not clearly separated. That is, even if a sidewalk is specified by drawing a line on the site, there is no car stop, so in reality, when the work vehicle is on the specified sidewalk or the outrigger of a crane vehicle is overhanging. However, the work categories were not always followed, and therefore, the safety of pedestrians who pass through the gantry was not sufficiently secured. Also, paint is applied on the lining plate, so when this lining plate is used for other places, its appearance (appearance)
Gets worse. Therefore, there is the annoyance that the paint has to be dropped again.

【0005】なお、構台の幅員を拡幅して専用歩道を設
けることも考えられているが、大型重量車両の出入りに
耐えられるように構築されている構台の一部を人道とし
て利用することは、不経済である。
Although it has been considered to widen the width of the gantry to provide a dedicated sidewalk, it is not possible to use a part of the gantry as a humanitarian road so as to withstand the entry and exit of large heavy vehicles. It is uneconomical.

【0006】そこで、本発明者らは、上記したような乗
り入れ構台に付随した問題点に鑑み、種々検討の結果、
構台に簡単に連設できる専用歩道を開発し、それによっ
て上述の如き従来の欠点を解消させたものである。
Therefore, the inventors of the present invention have made various investigations in view of the problems associated with the above-mentioned boarding gantry.
By developing a special sidewalk that can be easily connected to the gantry, the conventional drawbacks mentioned above were eliminated.

【0007】[0007]

【課題を解決するための手段】上記の目的を達成するた
めに、本発明は、覆工板を敷き並べて車両の乗り入れ面
が構成されている構台の少なくとも一側に設ける乗り入
れ構台用歩道であって、所定距離隔てて平行に設置され
る一対の主桁と、前記主桁の間に掛け渡した中桁と、前
記主桁と中桁とで格子状に組み立てられた歩道用架台上
面に固定された滑り止め板と、外側の主桁に立設した折
畳可能な手すりとからなる。これを使用する場合には、
前記外側の主桁を根太に固定するズレ止めクリップと、
内側の主桁よりに固定された締結位置調整機構つき転倒
防止ストッパーとを使用して、構台の根太の上に固定
し、かつ歩道架台の主桁が覆工板の上面高さより高くな
るように設定することにより、車道と歩道を明確に区分
けして歩行者(作業者)の安全を確保し、また構台用覆
工板を転用しないことの利便と軽量化を達成したもので
ある。
In order to achieve the above-mentioned object, the present invention is a sidewalk for a boarding gantry which is provided on at least one side of a gantry on which lining boards are lined up and which constitutes a boarding surface of a vehicle. , A pair of main girders installed in parallel at a predetermined distance, a middle girder spanned between the main girders, and fixed to the upper surface of a sidewalk stand assembled in a grid pattern with the main girder and the middle girder. It consists of a non-slip plate and a foldable handrail standing on the outside main girder. If you use this,
A slip prevention clip for fixing the outer main girder to the joist,
Using the fall prevention stopper with fastening position adjustment mechanism that is fixed to the inner main girder, fix it on the joist of the gantry, and make sure that the main girder of the sidewalk pedestal is higher than the top height of the lining plate. By setting it, the pedestrians (workers) can be secured by clearly separating the roadway and the sidewalk, and the convenience and weight saving of diverting the gantry lining plate have been achieved.

【0008】[0008]

【発明の実施の形態】以下、本発明の実施の形態を説明
する。先ず最初に、本発明たる専用歩道の取付状況の一
例を図面を参照して説明する。図1は、乗り入れ構台A
と本発明専用歩道Bの連設状況の概要を示した一部平面
図、図2は図1のII−II線に沿った縦断側面図である。
同図において、符号10は間隔をおいて土中に打設した
構台支柱、11は構台支柱の上部に架設した大引、12
は大引間に架設するにH型鋼から成る根太、13は根太
の上に連続して多数載置された覆工板である。
Embodiments of the present invention will be described below. First, an example of the installation situation of the exclusive sidewalk according to the present invention will be described with reference to the drawings. Figure 1 shows the boarding stand A
And a partial plan view showing an outline of a situation in which the sidewalk B dedicated to the present invention is connected, and FIG. 2 is a vertical sectional side view taken along the line II-II in FIG.
In the figure, reference numeral 10 is a gantry support pillar placed in the soil at intervals, 11 is a large pull installed above the gantry support pillar, 12
Is a joist made of H-shaped steel, and 13 is a lining plate continuously placed on the joist.

【0009】上記のように構成された構台Aの少なくと
も一側に、歩道用根太14を大引11の上に配設したう
えで、その歩道用根太14と根太12との間に歩道用架
台20を数セット連結して架設する。この歩道用架台2
0は勿論、構台Aの両側に架設されていても差し支えな
い。符号15で示すものは高さ調整ピースで、必要に応
じて前記根太14と大引11との間に設置する。
At least one side of the gantry A constructed as described above, a sidewalk joist 14 is arranged on the Daihiki 11, and a sidewalk stand is provided between the sidewalk joists 14 and 12. Several 20 sets are connected and installed. This sidewalk stand 2
Of course, 0 may be installed on both sides of the gantry A. Reference numeral 15 indicates a height adjusting piece, which is installed between the joist 14 and the Daihiki 11 if necessary.

【0010】歩道用架台20は、図5に示すように、所
定距離隔てて対向するように2列並びに架設される主桁
22a、22bと、その主桁の間につなぎ材である中桁
23を3本掛け渡して構成する。この架台は前記覆工板
の寸法に対応するように、一例として、長さ2m、幅1
m程度の格子に組み立て固着したもので1ユニットが構
成されている。使用に当たり、一方の主桁22bを歩道
用根太14の上に架設し、他方の主桁22aを覆工板1
3を並べた根太12の上に架設して使用する。なお構台
側(内側)の主桁22aは、中桁23に設ける後記の架
台転倒防止ストッパー25を用いて、根太12に固定
し、反対側(外側)の主桁22bは、H型鋼等からなる
根太14に後記のズレ止めクリップ24を使用して固定
している。
As shown in FIG. 5, the sidewalk platform 20 has two columns of main girders 22a and 22b installed to face each other at a predetermined distance, and a middle girder 23 serving as a connecting material between the main girders. It is constructed by crossing over three. This mount has a length of 2 m and a width of 1 as an example so as to correspond to the dimensions of the lining plate.
One unit is constructed by assembling and fixing to a lattice of about m. In use, one main girder 22b is erected on the side joist 14 and the other main girder 22a is covered with the lining plate 1
It is used by installing it on the joist 12 in which 3 are arranged. The main girder 22a on the gantry side (inner side) is fixed to the joist 12 by using a pedestal fall prevention stopper 25 provided on the middle girder 23, and the main girder 22b on the opposite side (outer side) is made of H-shaped steel or the like. It is fixed to the joist 14 by using a slip prevention clip 24 described later.

【0011】主桁22a、22bは、一例として溝型材
の内側にスチフナ兼中桁取付プレートを溶接したもので
構成されているが、その高さhは、覆工板13の上面よ
りも高くなるように設定しておく(図5参照)。このよ
うに主桁を高くする理由は、車道と歩道を明確に区分け
し、かつ主桁に車止めとしての機能を発揮させて、物理
的にも車両が歩道内に進出できないようにするためであ
る。
The main girders 22a and 22b are formed by welding a stiffener / medium girder mounting plate to the inside of a groove-shaped member as an example, and the height h thereof is higher than the upper surface of the lining plate 13. (See FIG. 5). The reason for raising the main girder in this way is to clearly separate the roadway from the sidewalk, and to make the main girder function as a car stop so that the vehicle cannot physically enter the sidewalk. .

【0012】上記のように主桁22a、22bと3本の
中桁23とを格子に組んで組み立てた架台20は、これ
を構台Aの一側に添って連設して、これにより覆工板1
3の左右方向のズレを防止する。また組立られた架台2
0の上面には、図3に示すような穴あきメタルなどから
なる滑り止め板26を覆工板の上面とほぼ同じ高さに取
付金具27を介して固着している。なおこの滑り止め板
としては、例えばエキスパンドメタルまたはそれ同等の
穴あき板等の材料を使用すると軽量かつ滑り止め機能を
有するので好ましい。
As described above, the gantry 20 assembled by assembling the main girders 22a, 22b and the three middle girders 23 in a lattice is continuously installed along one side of the gantry A, and thereby the lining is performed. Board 1
Prevents deviation of 3 in the left-right direction. Also the assembled pedestal 2
An anti-slip plate 26 made of a perforated metal or the like as shown in FIG. 3 is fixed to the upper surface of 0 at a height substantially equal to that of the upper surface of the lining plate via a mounting member 27. As the non-slip plate, it is preferable to use a material such as expanded metal or a perforated plate equivalent thereto, because it is lightweight and has a non-slip function.

【0013】符号30aは上段手すり、30bは下段手
すりで、この両者は支柱28に設ける丁番29を介して
折り曲げることができるように構成されている。外側の
主桁22bに対しては折り畳み可能な手すり支柱28に
支持された手すり30を図4、図5のように、支柱の根
元をボルトナットから成る回動軸31で回動可能な状態
に一体化している。因みに符号29aと31aは、前記
支柱の回動軸31並びに支柱丁番29の近くに開けた支
柱の倒れ防止用穴であり、これに差込ピンやボルトナッ
ト29b、31bを挿通しておき、普段は支柱28が不
用意に倒れるのを防ぐ。下段手すり30bと主桁22b
との間には、目隠し材30cを張設する。この目隠し材
として穴あきメタルや金網或るいは合成樹脂板等を用い
てもよい。
Reference numeral 30a is an upper handrail, and 30b is a lower handrail, both of which can be bent through a hinge 29 provided on the support column 28. For the outer main girder 22b, the handrail 30 supported by the foldable handrail support 28 is placed in a state in which the base of the support is rotatable by a rotating shaft 31 made of a bolt nut as shown in FIGS. It is integrated. Incidentally, reference numerals 29a and 31a are holes for preventing the columns from falling down near the pivot shaft 31 of the columns and the column hinges 29, and insertion pins and bolt nuts 29b and 31b are inserted into the holes. Normally, it prevents the column 28 from inadvertently falling. Lower handrail 30b and main girder 22b
A blindfold material 30c is stretched between and. A perforated metal, a wire mesh, a synthetic resin plate, or the like may be used as the blinding material.

【0014】因みに、図5に仮想線で示した状態は、手
すり不使用時の折り畳み状態であって、前記の支柱の倒
れ防止用穴29a、31aからピンやボルト29b、3
1bを外して、支柱を2つ折りにしておくのである。こ
の状態で、上段手すり30aと下段手すり30bは、主
桁22a、22bの間で、その高さh内に納まり、主桁
上部に出っ張らないように構成されている。
Incidentally, the state shown by the phantom line in FIG. 5 is a folded state when the handrail is not used, and the pins or bolts 29b, 3b from the holes 29a, 31a for preventing the columns from falling.
1b is removed and the support is folded in two. In this state, the upper handrail 30a and the lower handrail 30b are arranged within the height h between the main girders 22a and 22b so as not to project above the main girder.

【0015】前述したように、構台側(内側)の主桁2
2aは、中桁23に設ける架台転倒防止ストッパー25
を根太12の上フランジ面にくわえ込ませて締結する
(図5参照)。以下にこの架台転倒防止ストッパー25
の構成を詳しく説明する。このストッパー25は図6に
示すように、構台側に寄った中桁23の背面部所定位置
に設けられている。該ストッパーは、一側が開口してい
る筒型の支持部材32に取り付けられている。この支持
部材32の上下両面に中桁23の長手方向に延びた長穴
33a、33bが形成されている。この長穴にはボルト
ナットからなる吊り材34が可動性を有するように挿入
されている。吊り材の上部すなわちボルトヘッド34a
は、支持部材32の上面長穴33aより上方に突出させ
てナット34bを支持部材の内側に吊り下げ保持する。
またナット34bには、根太12の上フランジをくわえ
込むことができるほぼコ字型溝36を有した溝付けプレ
ート35が固定され、このプレートは下面長穴33bよ
り下方に出没自在に挿入されている。支持部材に設けた
下面長穴33bを介して、溝付けプレート35を根太1
2に対して接近または離反方向に少しく移動することに
より、根太に対する締結位置を調整できるようになって
いる。
As described above, the main girder 2 on the gantry side (inside)
2a is a mount fall prevention stopper 25 provided on the middle girder 23.
To the upper flange surface of the joist 12 and fasten them (see FIG. 5). Below is this pedestal fall prevention stopper 25
The configuration of will be described in detail. As shown in FIG. 6, the stopper 25 is provided at a predetermined position on the back surface of the middle girder 23 near the gantry side. The stopper is attached to a cylindrical support member 32 whose one side is open. Slots 33a and 33b extending in the longitudinal direction of the middle girder 23 are formed on both upper and lower surfaces of the support member 32. A suspending member 34 made of a bolt and a nut is inserted in the elongated hole so as to be movable. Upper part of hanging material, that is, bolt head 34a
Causes the nut 34b to be suspended and held inside the support member by projecting it upward from the upper surface elongated hole 33a of the support member 32.
Further, a grooved plate 35 having a substantially U-shaped groove 36 into which the upper flange of the joist 12 can be gripped is fixed to the nut 34b, and this plate is inserted so as to be retractable below the lower surface elongated hole 33b. There is. The grooving plate 35 is attached to the joist 1 through the bottom surface long hole 33b provided in the support member.
The fastening position with respect to the joist can be adjusted by moving slightly toward or away from 2.

【0016】架台20を構台Aに連結する場合、この架
台転倒防止ストッパー25は支持部材の下面長穴33b
から下方に突出させて、図5のようにコ字型溝35を根
太12の上フランジ面にくわえ込ませてボルト34aを
ナット34bに締め込んで固定する。なお、根太12に
使われるH型鋼は必ずしも一定でなく、現場の状況に応
じて寸法の大きいものと小さいものを使い分けている。
かかる場合において、根太の寸法が変っても本発明では
それに対応しうるように、溝付けプレート35の溝は、
予め大きめに設定されている。また吊り材34の位置は
前記長穴にそって移動させることができるものであり、
これにより図9のように、現場の使用状況に合わせて締
結位置を変えることが可能である。
When the pedestal 20 is connected to the gantry A, the pedestal fall prevention stopper 25 is provided in the lower surface elongated hole 33b of the supporting member.
Then, as shown in FIG. 5, the U-shaped groove 35 is gripped on the upper flange surface of the joist 12 and the bolt 34a is tightened and fixed to the nut 34b. The H-section steel used for the joist 12 is not necessarily constant, and the H-section steel having a large size and the one having a small size are properly used according to the situation at the site.
In such a case, even if the size of the joist changes, the groove of the grooving plate 35 can be dealt with in the present invention.
It is set large in advance. The position of the suspending member 34 can be moved along the elongated hole,
As a result, as shown in FIG. 9, it is possible to change the fastening position according to the situation of use at the site.

【0017】符号36は溝付けプレート35の側面に突
設した収納用ピンで、不使用時にはこのピンを、支持部
材32の内部に設けた係止段部付き保持台37の係止部
に掛け止め、前記溝付けプレート35を支持部材32の
内部に収納保持する。
Reference numeral 36 is a storage pin projecting from the side surface of the grooved plate 35, and when not in use, this pin is hooked on the locking portion of a holding base 37 with a locking step provided inside the support member 32. Then, the grooved plate 35 is stored and held inside the support member 32.

【0018】一方、主桁22bは、H型鋼等からなる歩
道用根太14にズレ止めクリップ24を介して固定され
る。その取付状況を示すと図11に示す通りである。歩
道用根太14に開けたボルト穴にボルトナット38、3
9でズレ止めクリップ24を緊結し、クリップ24の下
面に形成されるテーパ面24aと根太14のフランジ面
との間に主桁22bの下部フランジを挟み込み、ズレ動
かないように固定するのである。
On the other hand, the main girder 22b is fixed to the side joist 14 made of H-shaped steel or the like via a slip prevention clip 24. The state of attachment is shown in FIG. Bolt nuts 38, 3 in the bolt holes opened in the side joist 14
The slip prevention clip 24 is tightly connected at 9 and the lower flange of the main girder 22b is sandwiched between the taper surface 24a formed on the lower surface of the clip 24 and the flange surface of the joist 14 and fixed so as not to move.

【0019】上述のように本発明の歩道用架台20は、
歩道用根太14と大引11の上に配設し、ズレ止めクリ
ップ24と転倒防止ストッパー25とで構台の少なくと
も一側に連結するものであり、このように結合した歩道
用架台20を図1に示したように、数セット連結して必
要長さの歩道を構築する。
As described above, the sidewalk frame 20 of the present invention is
It is arranged on the joist 14 for sidewalks and the haul 11 and is connected to at least one side of the gantry by a slip prevention clip 24 and a fall-prevention stopper 25. As shown in, connect several sets to build a sidewalk of the required length.

【0020】[0020]

【発明の効果】本発明は、根太の上に所定距離隔てて平
行に設置される一対の主桁と、前記両主桁の間に掛け渡
した中桁と、前記主桁と中桁とで格子状に組み立てられ
た歩道用架台上面に固定された滑り止め板と、外側の主
桁に立設した折畳可能な手すりと、前記外側の主桁を根
太に固定するズレ止めクリップと、内側の主桁よりに固
定された締結位置調整機構つき転倒防止ストッパーとを
備え、かつ主桁が覆工板の上面高さより高くなるように
設定したので、車道と歩道を明確に区分けして歩行者
(作業者)の安全を確保できる。
According to the present invention, a pair of main girders installed in parallel on a joist at a predetermined distance, a middle girder bridged between the main girders, and the main girder and the middle girder. An anti-slip plate fixed to the upper surface of the sidewalk frame assembled in a lattice shape, a foldable handrail standing on the outer main girder, a slip prevention clip for fixing the outer main girder to a joist, and an inner side. It is equipped with a fall prevention stopper with a fastening position adjustment mechanism that is fixed to the main girder and the main girder is set higher than the top surface of the lining plate, so the roadway and sidewalk should be clearly separated. (Worker) safety can be secured.

【0021】また覆工板上にペイントで線引きする必要
がないので、この覆工板を再使用する場合にもその見映
えの悪化を防ぐことができる。
Further, since it is not necessary to draw a line on the lining plate with paint, deterioration of the appearance can be prevented even when the lining plate is reused.

【0022】また本発明の歩道には手すりが設けられて
いるので、あらためて手すりを設ける必要がなく、経済
的である。さらに構台の根太には、覆工板のズレ止め溶
接する必要がないなど、構台構築時の作業性を向上し、
架設材の品質を向上しうる効果を達成しうるものであ
る。
Further, since the sidewalk of the present invention is provided with a handrail, it is economical because it is not necessary to newly provide a handrail. Furthermore, it is not necessary to weld the lining plate joists to prevent displacement of the lining plate, improving workability when building the gantry,
The effect of improving the quality of the construction material can be achieved.

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

【図1】 本発明たる専用歩道の取付状況を示した平面
図。
FIG. 1 is a plan view showing how a dedicated sidewalk according to the present invention is attached.

【図2】 図2のII−II線に沿った縦断側面図。FIG. 2 is a vertical sectional side view taken along the line II-II of FIG.

【図3】 架台部の平面図。FIG. 3 is a plan view of a gantry unit.

【図4】 図3のIVーIV線に沿った縦断側面図。FIG. 4 is a vertical sectional side view taken along the line IV-IV in FIG.

【図5】 図3のV−V線に沿った縦断側面図。5 is a vertical cross-sectional side view taken along the line VV of FIG.

【図6】 中桁の平面図。FIG. 6 is a plan view of the middle girder.

【図7】 中桁の正面図。FIG. 7 is a front view of the middle girder.

【図8】 中桁の底面図。FIG. 8 is a bottom view of the middle girder.

【図9】 転倒防止ストッパーの挙動説明図。FIG. 9 is an explanatory view of the behavior of the fall prevention stopper.

【図10】 図9のX−X線に沿った縦断側面図。10 is a vertical cross-sectional side view taken along the line XX of FIG.

【図11】 ズレ止めクリップの説明図。FIG. 11 is an explanatory diagram of a slip prevention clip.

【図12】 (a)は構台の側面を示し、(b)は同じ
く平面を示し、(c)は同じく縦断側面をそれぞれ示し
た説明図。
12A is an explanatory view showing a side surface of a gantry, FIG. 12B is a plan view thereof, and FIG. 12C is a longitudinal side view thereof.

【符号の説明】[Explanation of symbols]

10 構台支柱 11 大引 12 根太 13 腹工板 14 歩道用根太 20 歩道用架台 22a、22b 主桁 23 中桁 24 ズレ止めクリップ 25 架台転倒防止ストッパー 26 滑り止め板 27 取付金具 28 支柱 29 丁番 30 手すり 31 回動軸 32 支持部材 33a、33b 長穴 34 吊り材 35 溝付きプレート 36 収納用ピン 37 保持台 38、39 ボルトナット 10 gantry props 11 Daihiki 12 joists 13 abdominal work plates 14 sidewalk joists 20 sidewalk pedestals 22a, 22b main girders 23 middle girders 24 anti-slip clips 25 pedestal fall prevention stoppers 26 non-slip plates 27 mounting brackets 28 struts 29 hinges 30 Handrail 31 Rotating shaft 32 Supporting members 33a, 33b Long hole 34 Hanging material 35 Grooved plate 36 Storage pin 37 Holding base 38, 39 Bolt nut

フロントページの続き (72)発明者 田村 卓也 東京都中央区日本橋本町1−6−5 丸藤 シートパイル株式会社内 (72)発明者 日置 恒義 東京都中央区日本橋本町1−6−5 丸藤 シートパイル株式会社内Front page continuation (72) Inventor Takuya Tamura 1-6-5 Nihonbashihonmachi, Chuo-ku, Tokyo Marufuji Sheet Pile Co., Ltd. (72) Inventor Tsuneyoshi Hioki 1-6-5 Nihonbashihonmachi, Chuo-ku, Tokyo Marufuji Sheet Inside Pile Co., Ltd.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 覆工板を敷き並べて車両の乗り入れ面が
構成されている構台における該構台の少なくとも一側に
連設する乗り入れ構台用歩道であって、 所定距離隔てて平行に設置される一対の主桁(22a、
22b)と、前記主桁の間に掛け渡す中桁(23)と、
前記主桁と中桁とで格子状に組み立てられた歩道用架台
(20)の上面に固定された滑止め板(26)と、外側
の主桁(22b)に立設した手すり(30)とから成る
乗り入れ構台用歩道。
1. A sidewalk for a loading gantry, which is continuously provided on at least one side of the gantry in a gantry on which lining boards are laid out and which constitutes a boarding surface of a vehicle, and which are installed in parallel at a predetermined distance. Main girder (22a,
22b) and a middle girder (23) to be bridged between the main girders,
A non-slip plate (26) fixed to the upper surface of a sidewalk stand (20) assembled in a grid pattern with the main girders and middle girders, and a handrail (30) standing on the outer main girders (22b). Sidewalk for boarding gantry consisting of.
【請求項2】 構台支柱上部に設けた大引の上に根太を
横架すると共に、その上に覆工板を敷き並べて車両の乗
り入れ面が構成されている構台における該構台の少なく
とも一側に連設する乗り入れ構台用歩道であって、 前記根太の上に所定距離隔てて平行に設置される一対の
主桁(22a、22b)と、前記主桁の間に掛け渡した
中桁(23)と、前記主桁と中桁とで格子状に組み立て
られた歩道用架台(20)の上面に固定された滑止め板
(26)と、外側の主桁(22b)に立設した折畳可能
な手すり(30)と、前記外側の主桁(22b)を根太
に固定するズレ止めクリップ(24)と、内側の主桁
(22a)よりに固定された転倒防止ストッパー(2
5)とを備え、かつ前記主桁が覆工板の上面高さより高
くなるように設定されていることを特徴とする乗り入れ
構台用歩道。
2. At least one side of the gantry in a gantry in which a joist is laid horizontally on a large haul provided at the upper part of the gantry support, and a lining plate is laid on it to form a vehicle entry surface. A sidewalk for a boarding gantry that is continuously provided, and a pair of main girders (22a, 22b) installed in parallel on the joist at a predetermined distance, and a middle girder (23) bridged between the main girders. And a non-slip plate (26) fixed to the upper surface of a sidewalk stand (20) assembled in a grid pattern with the main girder and middle girder, and foldable upright on the outer main girder (22b) A handrail (30), a slip prevention clip (24) for fixing the outer main girder (22b) to a joist, and a fall prevention stopper (2) fixed to the inner main girder (22a).
5), and the main girder is set to be higher than the height of the upper surface of the lining plate.
【請求項3】 前記歩道用架台(20)が、構台長さ方
向に数個連設されていることを特徴とする請求項2記載
の乗り入れ構台用歩道。
3. The sidewalk for a boarding gantry according to claim 2, wherein several pedestals (20) for the sidewalk are arranged in a row in the length direction of the gantry.
【請求項4】 前記手すり(30)は、折り畳み用丁番
(29)を備えた手すり支柱の根元を外側の主桁(22
b)に対して回動軸で回動可能な状態に一体化され、か
つ前記回動軸並びに丁番の近接して支柱の倒れ防止手段
が設けられている請求項1または2記載の乗り入れ構台
用歩道。
4. The handrail (30) has an outer main girder (22) at the base of a handrail support pole having a folding hinge (29).
3. The boarding gantry according to claim 1 or 2, which is integrated so as to be rotatable by a rotation shaft with respect to b), and is provided with means for preventing the column from collapsing in the vicinity of the rotation shaft and the hinge. Sidewalk.
【請求項5】 前記転倒防止ストッパー(25)は、中
桁(23)の所定位置に固定されている中桁の長手方向
に延びた長穴(33a、33b)が上下両面に形成され
ている支持部材(32)と、前記長穴に可動性を有する
ように挿入支持されたボルトナットからなる吊り材(3
4)と、前記吊り材に吊り下げ保持された溝付けプレー
ト(35)とから成り、該溝付きプレートは下面長穴よ
り出没自在とされ、根太のフランジと係合することがで
きる締結位置調整手段を有している請求項2記載の乗り
入れ構台用歩道。
5. The fall prevention stopper (25) has elongated holes (33a, 33b) extending in the longitudinal direction of the middle girder, which are fixed at predetermined positions of the middle girder (23), formed on both upper and lower surfaces. A suspending member (3) comprising a support member (32) and a bolt and nut inserted and supported in the elongated hole so as to be movable.
4) and a grooved plate (35) suspended and held by the suspending member, the grooved plate being capable of projecting and retracting through a slotted hole on the lower surface and engaging with a joist's flange. The sidewalk for the access gantry according to claim 2, which has means.
【請求項6】 前記支持部材(32)内部には、前記溝
付きプレート(35)の収納用保持台(37)が一体的
に形成させられている請求項5記載の乗り入れ構台用歩
道。
6. The sidewalk for boarding gantry according to claim 5, wherein a holding base (37) for storing said grooved plate (35) is integrally formed inside said support member (32).
【請求項7】 前記ズレ止めクリップ(24)は、歩道
用根太に開けられたボルト穴にボルトナット(38、3
9)で緊結され、該クリップの下面に形成されるテーパ
面と前記根太のフランジ面との間に外側主桁(22b)
の下部フランジを挟み込み固定される請求項2記載の乗
り入れ構台用歩道。
7. The slip prevention clip (24) is provided with bolt nuts (38, 3) in bolt holes formed in a side joist.
9), the outer main girder (22b) is provided between the taper surface formed on the lower surface of the clip and the flange surface of the joist.
The sidewalk for boarding gantry according to claim 2, which is fixed by sandwiching a lower flange of the.
JP16367596A 1996-06-05 1996-06-05 Footway for access platform Pending JPH09324545A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16367596A JPH09324545A (en) 1996-06-05 1996-06-05 Footway for access platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16367596A JPH09324545A (en) 1996-06-05 1996-06-05 Footway for access platform

Publications (1)

Publication Number Publication Date
JPH09324545A true JPH09324545A (en) 1997-12-16

Family

ID=15778466

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16367596A Pending JPH09324545A (en) 1996-06-05 1996-06-05 Footway for access platform

Country Status (1)

Country Link
JP (1) JPH09324545A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014125744A (en) * 2012-12-25 2014-07-07 Lixil Corp Structure of slope
CN110820530A (en) * 2019-10-18 2020-02-21 北京市第三建筑工程有限公司 Concrete trestle and foundation pit connecting node structure and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014125744A (en) * 2012-12-25 2014-07-07 Lixil Corp Structure of slope
CN110820530A (en) * 2019-10-18 2020-02-21 北京市第三建筑工程有限公司 Concrete trestle and foundation pit connecting node structure and construction method thereof

Similar Documents

Publication Publication Date Title
US7971408B2 (en) Stairtower and method for erecting the same
JP5097313B2 (en) Suspended scaffold and its installation method
JP6018691B1 (en) Suspension scaffold construction method and suspension scaffold with float in bridge structure
NZ235421A (en) Foldable landing platform for building construction
JP5484983B2 (en) Method for assembling and dismantling bridge moving work device
JP4969895B2 (en) Three-dimensional viaduct approach section construction method and three-dimensional viaduct approach section structure
KR102558279B1 (en) Safety work structure for construction of post-type footbridge and deck roads
KR102085920B1 (en) Temporary bridge with end corner member and construction method therefor
KR102590046B1 (en) Slab support device and slab construction method using the same
JP6831714B2 (en) Tower crane foundation and tower crane
JP6684011B1 (en) Curing system for prevention of upward scattering when disassembling multi-story building and curing method for preventing upward scattering
JP6262805B2 (en) Temporary roadway with movable lifting column in tunnel and road construction method using the temporary roadway
JPH09324545A (en) Footway for access platform
JP4044893B2 (en) Suspended scaffolding
JP6944900B2 (en) Construction method of linear structure
JP2000017618A (en) Replacement method of concrete bridge to steel bridge
JPH09296407A (en) Lining board
JP3504812B2 (en) Pedestrian bridge
JP3981604B2 (en) Temporary staircase landing
JP3671061B2 (en) Suspension staircase and its temporary method
JPH0312172B2 (en)
KR102230963B1 (en) Variable Type boarding box of high place works car
JP3899298B2 (en) Temporary staircase landing
JP3028260B2 (en) Extension method on top of existing building
JPH09296601A (en) Suspended scaffolding and construction method thereof

Legal Events

Date Code Title Description
A977 Report on retrieval

Effective date: 20051014

Free format text: JAPANESE INTERMEDIATE CODE: A971007

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20051026

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20060802