JPH08333719A - Wall handrail and setup method thereof - Google Patents

Wall handrail and setup method thereof

Info

Publication number
JPH08333719A
JPH08333719A JP14067195A JP14067195A JPH08333719A JP H08333719 A JPH08333719 A JP H08333719A JP 14067195 A JP14067195 A JP 14067195A JP 14067195 A JP14067195 A JP 14067195A JP H08333719 A JPH08333719 A JP H08333719A
Authority
JP
Japan
Prior art keywords
floor slab
block
wall
wall balustrade
anchor bolt
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
JP14067195A
Other languages
Japanese (ja)
Other versions
JP3062042B2 (en
Inventor
Takuo Iikuni
卓夫 飯国
Hidesato Harada
秀賢 原田
Yutaka Nishigori
豊 錦織
Shinichi Tsunoda
真一 角田
Mitsuo Saito
光男 斉藤
Yukio Miyagawa
幸男 宮川
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.)
KENSETSUSHO CHUGOKU CHIHO KENS
KENSETSUSHO CHUGOKU CHIHO KENSETSUKYOKU
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
Landes Co Ltd
Original Assignee
KENSETSUSHO CHUGOKU CHIHO KENS
KENSETSUSHO CHUGOKU CHIHO KENSETSUKYOKU
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
Landes Co Ltd
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 KENSETSUSHO CHUGOKU CHIHO KENS, KENSETSUSHO CHUGOKU CHIHO KENSETSUKYOKU, Ishikawajima Kenzai Kogyo Co Ltd, Ishikawajima Construction Materials Co Ltd, Landes Co Ltd filed Critical KENSETSUSHO CHUGOKU CHIHO KENS
Priority to JP7140671A priority Critical patent/JP3062042B2/en
Publication of JPH08333719A publication Critical patent/JPH08333719A/en
Application granted granted Critical
Publication of JP3062042B2 publication Critical patent/JP3062042B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

PURPOSE: To improve workability by threading at least an interval between a floor slab top face and a wall handrailing block of an anchor bolt to be erected on a floor slab, screwing an adjusting plate with an internal thread or a tapped hole in this threading part, and anchoring it in a state that the wall handrail block is supported by this adjusting plate. CONSTITUTION: At the time of setting up a wall handrail, an adjusting plate 5 with a tapping hole to be threaded by internally threading or screwing-in is properly screwed in a threading part of an anchor bolt 3 erected on a floor slab 1. After a horizontal level is adjusted aright, a wall handrail block 2 is mounted on the floor slab, performing height and vertical adjustments, and then concrete is placed in an interval between a top face of the floor slab 1 and the wall handrail block 2. With this constitution, easy and safety execution is made achievable.

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、鉄筋コンクリート製の
道路橋、その他の構造物(以下道路僑等と略称)に設置す
る壁高欄とその設置工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wall balustrade installed on a reinforced concrete road bridge and other structures (hereinafter abbreviated as a roadside, etc.) and a method of installing the same.

【0002】[0002]

【従来の技術】プレキャスト壁高欄を道路橋等の床版に
結合固定する従来の構造例を図4に示した。床版1にア
ンカーボルト16の基部側を埋設して起立状態に設け、そ
のアンカーボルト16に対して壁高欄ブロック12のボルト
挿通穴12aを宛がいながら上方から下ろして固定するの
であるが、壁高欄ブロック12の設置高さや垂直度を調整
するために調整ボルト13,14が設けられている。一方の
調整ボルト13は壁高欄ブロック12の底面から螺入調整さ
れるもので、もう一方の調整ボルト14は長尺であり、壁
高欄ブロック12の底部へ貫通したボルト挿通孔12bに上
下が突出している。このとき壁高欄ブロック12の底部側
がめねじ構造となっているので、調整ボルト14の螺入程
度によって高さ及び垂直度を調整するようになってい
る。壁高欄ブロック12の高さ方向全長にボルト挿通穴が
設けられた他の構造の場合でも、設置時の高さ調整はほ
ぼ同様の操作で壁高欄ブロック12の底部側にて調整操作
がなされている。
2. Description of the Related Art FIG. 4 shows an example of a conventional structure in which a precast wall balustrade is connected and fixed to a floor slab of a road bridge or the like. The base side of the anchor bolt 16 is embedded in the floor slab 1 in an upright state, and the anchor bolt 16 is fixed by lowering it from above while covering the bolt insertion hole 12a of the wall balustrade block 12 to the anchor bolt 16. Adjustment bolts 13 and 14 are provided to adjust the installation height and verticality of the balustrade block 12. One of the adjusting bolts 13 is screwed and adjusted from the bottom surface of the wall balustrade block 12, and the other adjusting bolt 14 is long and vertically protrudes into a bolt insertion hole 12b penetrating to the bottom of the wall balustrade block 12. ing. At this time, since the bottom side of the wall balustrade block 12 has a female thread structure, the height and verticality are adjusted by the degree of screwing of the adjusting bolt 14. Even in the case of other structures in which the bolt insertion holes are provided in the entire length in the height direction of the wall balustrade block 12, the height adjustment at the time of installation is almost the same operation, and the adjustment operation is performed on the bottom side of the wall balustrade block 12. There is.

【0003】[0003]

【発明が解決しようとする課題】従来のこのような構造
は、高さと垂直度調整に手間と熟練を要する。予め床版
へ埋設されている複数のアンカーボルトへ壁高欄ブロッ
クのボルト挿通穴を正確に宛がいながら下ろす作業が大
変であり作業に熟練を要す。また、壁高欄ブロックと床
版間に連通する上下の孔へ締結ボルトを挿通する構造
は、孔合わせが正確になされなければ締結ボルトの挿通
ができないし、締結ボルトの挿通締付け作業も煩わし
い。特に高架作業では壁高欄ブロックの底面からの調整
ボルトの挿通作業は困難を伴い、また、レベル出しにも
難点がある。また危険も伴う。そこで、本発明は簡単
に、しかも、正確かつ安全に壁高欄を設置可能な構造及
び施工法について検討した。
The conventional structure as described above requires labor and skill to adjust the height and the verticality. It is difficult to accurately lower the bolt insertion holes of the wall balustrade block to the anchor bolts that are embedded in the floor slab in advance, which requires skill. Further, in the structure in which the fastening bolts are inserted into the upper and lower holes communicating between the wall balustrade block and the floor slab, the fastening bolts cannot be inserted unless the holes are accurately aligned, and the work of inserting and tightening the fastening bolts is troublesome. In particular, it is difficult to insert the adjusting bolt from the bottom surface of the wall balustrade block in the overhead work, and there is a difficulty in leveling. There are also risks. Therefore, in the present invention, a structure and a construction method capable of easily, accurately and safely installing a wall balustrade were examined.

【0004】[0004]

【課題を解決するための手段】本発明は、上記のような
壁高欄施工の難点を解消する目的でなされたもので、そ
の特徴は、道路橋等の床版に起立固定する壁高欄におい
て、床版側に立設されたアンカーボルトに対して、その
アンカーボルトの少なくとも床版上面と壁高欄ブロック
間をねじとすると共に、このねじ部分にめねじ又はタッ
ピン穴を有する調節プレートを螺入し、その調節プレー
トにより壁高欄ブロックを支持した状態で固定してなる
壁高欄である。この構造において壁高欄ブロックの底面
に調節プレートを受けるための凹部を設けるのが好まし
い。凹部の面は同一水平面を構成するように設計されて
いる。
The present invention has been made for the purpose of eliminating the above-mentioned difficulties in constructing a wall balustrade, and is characterized by a wall balustrade that is erected and fixed on a floor slab such as a road bridge. For the anchor bolts installed upright on the floor slab side, screw at least between the floor slab upper surface of the anchor bolts and the wall balustrade block, and screw an adjustment plate having female threads or tapping holes into this threaded portion. The wall balustrade which is fixed while the wall balustrade block is supported by the adjusting plate. In this structure, it is preferable to provide a recess for receiving the adjustment plate on the bottom surface of the wall balustrade block. The surfaces of the recess are designed to form the same horizontal plane.

【0005】この壁高欄の設置工法は、壁高欄ブロック
を起立固定する床版側に少なくとも床版上面と壁高欄ブ
ロック間をねじとしたアンカーボルトの基部側を埋設
し、そのアンカーボルトのねじ部分に対して、壁高欄ブ
ロックの支持位置へめねじ又はタッピン穴を有する調節
プレートを螺入し、その調節プレートにより壁高欄ブロ
ックを支持した状態で床版に壁高欄ブロックをコンクリ
ート固定することを特徴とする。
This wall balustrade installation method is such that at least the base side of an anchor bolt having a screw between the floor slab top surface and the wall balustrade block is buried on the floor slab side to which the wall balustrade block is erected and fixed, and the screw portion of the anchor bolt is installed. On the other hand, it is characterized in that the wall balustrade block is concretely fixed to the floor slab while the female balustrade block or the adjusting plate having a tapping hole is screwed into the supporting position of the wall balustrade block and the wall balustrade block is supported by the adjusting plate. And

【0006】[0006]

【作用】本発明によると、壁高欄の設置時に、床版に立
設されたアンカーボルトのねじ部分に、めねじ又は螺入
によってねじ切りされるタッピン穴を有する調節プレー
トを適宜螺入し、水平のレベルを合わせた後、それに壁
高欄ブロックを載せるだけで高さ及び垂直調整ができ、
それをコンクリートで固化するだけで施工が完了する。
壁高欄の高さ微調整及び垂直微調整も調節プレートを横
から回転することにより可能となる。凹部の調節プレー
ト当接面のレベル合わせをしておくと、予め調節プレー
トの位置を定めておくだけで設計通りの施工ができる。
壁高欄ブロツクを吊って上方から下ろすとき、床版と壁
高欄ブロック間に所定の作業間隔を保持することができ
るし、長いアンカーボルトはわん曲させ易いのでボルト
挿通孔を床版に立設されたアンカーボルトに挿通し易く
て挿通作業が容易となる。更に、誤って作業中にブロッ
クの落下事故があっても、調節プレートの部分で止まる
ので作業者の安全が確保される。
According to the present invention, when installing a wall balustrade, an adjusting plate having a tapping hole to be threaded by a female screw or a screw is appropriately screwed into a threaded portion of an anchor bolt erected on a floor slab to horizontally level. After adjusting the level of, you can adjust the height and vertical just by placing the wall balustrade block on it.
Construction is completed simply by solidifying it with concrete.
Fine height adjustment and vertical fine adjustment of the wall balustrade are also possible by rotating the adjustment plate from the side. If the level of the adjustment plate contact surface of the recess is adjusted, the design work can be performed simply by previously determining the position of the adjustment plate.
When suspending the wall balustrade block from above and lowering it from above, it is possible to maintain a predetermined working interval between the floor slab and the wall balustrade block, and it is easy to bend long anchor bolts, so the bolt insertion hole is set upright on the floor slab. It is easy to insert into the anchor bolt, and the insertion work becomes easy. Further, even if the block is accidentally dropped during the work, the safety is ensured for the worker because it stops at the adjustment plate.

【0007】[0007]

【実施例】図1は壁高欄ブロック2の起立壁全高さにわ
たってボルト挿通孔2aを設け、また、強固な固定を維持
するために車道側に設けられた締着締結部7にもボルト
挿通孔7aを設けている。床版1側には前記2つのボルト
挿通孔2a,7aを貫通するアンカーボルト3a,3bが植設され
ている。アンカーボルト3a,3bは壁高欄ブロツクを吊っ
て上方から下ろすとき、床版と壁高欄ブロック間に所定
の作業間隔を保持することができるし、長いアンカーボ
ルトはわん曲させ易いので、壁高欄ブロックのボルト挿
通孔2a,7aへアンカーボルト3a,3bを宛がい易くて壁高欄
ブロックの設置が容易である。この点は図4に示す従来
の構造ではボルト挿通孔へアンカーボルトを宛がう作業
が床版と上方に吊られた壁高欄ブロックの底面間に適度
な作業間隔がとり難いのとアンカーボルトを宛がうとい
ったことが困難で危険であったのと異なる。アンカーボ
ルト3a,3bには基部では床版1上面と壁高欄ブロック2
間をねじ4とすると共に、このねじ4部分にめねじを有
する調節プレート5,5を螺入している。調節プレート
5はこの例では下部のナット5aがねじ4部分に螺入され
ており、その上部のプレート部5bは自由状態でアンカー
ボルト3aに挿通されている。調節プレート5の存在によ
って壁高欄ブロックの高さと垂直調整を可能にすると共
に、誤って作業中にブロックの落下事故があっても調節
プレート5の部分で止まるので作業者の安全も確保でき
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a bolt insertion hole 2a provided along the entire height of a standing wall of a wall balustrade block 2, and a bolt insertion hole also provided in a fastening portion 7 provided on the side of a road for maintaining a firm fixation. 7a is provided. Anchor bolts 3a and 3b penetrating the two bolt insertion holes 2a and 7a are planted on the floor slab 1 side. The anchor bolts 3a and 3b can hold a predetermined work interval between the floor slab and the wall balustrade block when suspending the wall balustrade block from above, and the long anchor bolts can be bent easily. The anchor bolts 3a, 3b can be easily attached to the bolt insertion holes 2a, 7a, and the wall balustrade block can be easily installed. In this respect, in the conventional structure shown in FIG. 4, it is difficult to provide an appropriate working interval between the floor slab and the bottom surface of the wall balustrade block suspended above the anchor bolt in the bolt insertion hole. It is different from that it was difficult and dangerous to call. Anchor bolts 3a and 3b have a floor slab 1 on the top and a wall balustrade block 2 at the base.
The space between them is a screw 4, and adjusting plates 5, 5 having a female screw are screwed into this screw 4 portion. In the adjustment plate 5, in this example, a lower nut 5a is screwed into a screw 4 portion, and an upper plate portion 5b is inserted into the anchor bolt 3a in a free state. The presence of the adjusting plate 5 enables vertical adjustment of the height of the wall balustrade block, and even if the block accidentally falls during the work, the block stops at the adjusting plate 5 so that the worker's safety can be secured.

【0008】このようにアンカーボルト3a,3bに対して
調節プレート5,5を保持した状態でナット5a,5aを適当
な位置へ回しながら調節プレート5,5を位置させて高
さと垂直調整を行なう。次いで、アンカーボルト3a,3b
の上部をナット止めした後、床版1の上面と壁高欄ブロ
ック2間にコンクリートを打設し固化を終えると、衝撃
に耐える壁高欄となる。
As described above, while the adjustment plates 5, 5 are held with respect to the anchor bolts 3a, 3b, the adjustment plates 5, 5 are positioned while rotating the nuts 5a, 5a to appropriate positions to perform height and vertical adjustments. . Next, the anchor bolts 3a, 3b
After fixing the upper part of the nut with a nut, when concrete is placed between the upper surface of the floor slab 1 and the wall balustrade block 2 to complete the solidification, the wall balustrade can withstand impact.

【0009】図2は本発明の他の実施例である。この場
合、壁高欄ブロック2側にヌスミ2bが設けられたことに
より、アンカーボルト3aは短いものとなっている。ヌス
ミ2bが設けられたことの効果は、壁高欄ブロック2の設
置の容易さにある。この例でもアンカーボルト3a,3bに
対して調節プレート5,5を保持させているが、この場
合調節プレート5,5はタッピン穴を有する構造であ
る。壁高欄ブロック2の底面には、図3にみられるよう
に調節プレート5を受けるための凹部6を設けている。
この凹部の存在は、壁高欄ブロック製造時に底面に凹凸
が存在しても、この凹部6の部分を型枠で平滑面にして
おくことによって調節プレートによる調節を正確にす
る。
FIG. 2 shows another embodiment of the present invention. In this case, the anchor bolt 3a is short because the slack 2b is provided on the wall balustrade block 2 side. The effect of providing the slime 2b is that the wall balustrade block 2 can be easily installed. Also in this example, the adjusting plates 5, 5 are held by the anchor bolts 3a, 3b, but in this case, the adjusting plates 5, 5 have a structure having tapping holes. The bottom surface of the wall balustrade block 2 is provided with a recess 6 for receiving the adjustment plate 5 as seen in FIG.
The presence of this concave portion allows the adjustment plate to be adjusted accurately by making the concave portion 6 a smooth surface with a mold, even if there are irregularities on the bottom surface when the wall balustrade block is manufactured.

【0010】[0010]

【発明の効果】本発明は、以上のように壁高欄の設置時
に、上方から下ろす壁高欄ブロックのボルト挿通孔を床
版に立設されたアンカーボルトに挿通し易くて挿通作業
が容易であり、また、アンカーボルトのねじ部分にめね
じ又はタッピン穴を有する調節プレートを適宜螺入し、
それに壁高欄ブロックを載せるだけで高さ及び垂直調整
ができ、それをコンクリートで固化するだけで施工が完
了するので、高さ及び垂直微調整が容易となり、かつ施
工の高能率化と安全な施工が可能となった。
As described above, according to the present invention, when the wall balustrade is installed, it is easy to insert the bolt insertion holes of the wall balustrade block, which are lowered from above, into the anchor bolts erected on the floor slab, which facilitates the insertion work. , In addition, insert an adjusting plate having a female screw or a tapping hole into the threaded portion of the anchor bolt,
The height and vertical can be adjusted simply by placing a wall balustrade block on it, and the construction can be completed simply by solidifying it with concrete, so fine adjustment of the height and vertical becomes easy, and the efficiency of construction and safe construction can be improved. Became possible.

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

【図1】本発明の実施例の設置工法を示す断面図であ
る。
FIG. 1 is a cross-sectional view showing an installation method according to an embodiment of the present invention.

【図2】本発明の他の実施例の壁高欄の断面図である。FIG. 2 is a sectional view of a wall balustrade according to another embodiment of the present invention.

【図3】壁高欄ブロックの底面斜視図である。FIG. 3 is a bottom perspective view of a wall balustrade block.

【図4】従来の壁高欄の設置例を示す断面図である。FIG. 4 is a cross-sectional view showing an example of installation of a conventional wall balustrade.

【符号の説明】[Explanation of symbols]

1 床版 2 壁高欄ブロック 2a ボルト挿通孔 3a アンカーボルト 3b アンカーボルト 4 ねじ 5 調節プレート 5a ナット 5b プレート部 6 凹部 7 締着締結部 7a ボルト挿通孔 1 Floor slab 2 Wall balustrade block 2a Bolt insertion hole 3a Anchor bolt 3b Anchor bolt 4 Screw 5 Adjustment plate 5a Nut 5b Plate portion 6 Recess 7 Tightening fastening portion 7a Bolt insertion hole

フロントページの続き (72)発明者 原田 秀賢 山口県防府市鋳物師町7−10 (72)発明者 錦織 豊 山口県防府市国衙1丁目6−24 (72)発明者 角田 真一 山口県防府市桑山2丁目8−12 (72)発明者 斉藤 光男 東京都大田区萩中2丁目3番地2号−406 (72)発明者 宮川 幸男 岡山県真庭郡落合町大字開田630番地1 ランデス株式会社内Front page continuation (72) Inventor Hidenori Harada 7-10 Foundry-cho, Hofu-shi, Yamaguchi Prefecture (72) Inventor Toyo Nishikori 1-6-24 Kokukei, Hofu-shi, Yamaguchi Prefecture Inventor Shinichi Kakuda Kuwayama, Hofu-shi, Yamaguchi Prefecture 2-8-12 (72) Inventor Mitsuo Saito 2-3-3, Hagichu, Ota-ku, Tokyo -406 (72) Inventor Yukio Miyagawa 630, Kaita, Ochiai-cho, Maniwa-gun, Okayama 1 Landes Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 道路橋等の床版に起立固定する壁高欄に
おいて、床版側に立設されたアンカーボルトに対して、
該アンカーボルトの少なくとも床版上面と壁高欄ブロッ
ク間をねじとすると共に、該ねじ部分にめねじ又はタッ
ピン穴を有する調節プレートを螺入し、該調節プレート
により壁高欄ブロックを支持した状態で固定してなる壁
高欄。
1. In an anchorage erected on the floor slab side in a wall balustrade that is erected and fixed to the floor slab of a road bridge or the like,
A screw is provided between at least the floor slab upper surface of the anchor bolt and the wall balustrade block, and an adjustment plate having an internal thread or a tapping hole is screwed into the threaded portion, and fixed while the wall balustrade block is supported by the adjustment plate. The balustrade on the wall.
【請求項2】 壁高欄を起立固定する床版側に少なくと
も床版上面と壁高欄ブロック間をねじとしたアンカーボ
ルトの基部側を埋設し、該アンカーボルトのねじ部分に
対して、壁高欄ブロックの支持位置へめねじ又はタッピ
ン穴を有する調節プレートを螺入し、該調節プレートに
より壁高欄ブロックを支持した状態で床版に壁高欄ブロ
ックをコンクリート固定することを特徴とする壁高欄の
設置工法。
2. A wall balustrade block is embedded at least on the base side of an anchor bolt having a screw between the top surface of the floor balustrade and the wall balustrade block on the floor slab side to which the wall balustrade is erected and fixed, and to the threaded portion of the anchor bolt. An installation method of a wall balustrade, characterized in that an adjustment plate having a female screw or a tapping hole is screwed into a supporting position of and the wall balustrade block is concretely fixed to the floor slab while the wall balustrade block is supported by the adjustment plate. .
JP7140671A 1995-06-07 1995-06-07 Wall railing and its installation method Expired - Fee Related JP3062042B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7140671A JP3062042B2 (en) 1995-06-07 1995-06-07 Wall railing and its installation method

Applications Claiming Priority (1)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101270951B1 (en) * 2011-11-28 2013-06-11 김근택 Coupling device of concrete structure for bridge
JP2016160690A (en) * 2015-03-03 2016-09-05 株式会社ピーエス三菱 Road bridge protection fence and its installation method
JP2017115485A (en) * 2015-12-25 2017-06-29 株式会社ピーエス三菱 Road bridge guard fence and installation method thereof
JP2018178588A (en) * 2017-04-17 2018-11-15 清水建設株式会社 Bridge construction method
CN111472306A (en) * 2020-01-22 2020-07-31 安徽省交通控股集团有限公司 Concrete guardrail easy to improve installation accuracy
CN113832837A (en) * 2021-09-29 2021-12-24 广州机施建设集团有限公司 Fabricated anti-collision wall, welding device and construction method of fabricated anti-collision wall

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101270951B1 (en) * 2011-11-28 2013-06-11 김근택 Coupling device of concrete structure for bridge
JP2016160690A (en) * 2015-03-03 2016-09-05 株式会社ピーエス三菱 Road bridge protection fence and its installation method
JP2017115485A (en) * 2015-12-25 2017-06-29 株式会社ピーエス三菱 Road bridge guard fence and installation method thereof
JP2018178588A (en) * 2017-04-17 2018-11-15 清水建設株式会社 Bridge construction method
CN111472306A (en) * 2020-01-22 2020-07-31 安徽省交通控股集团有限公司 Concrete guardrail easy to improve installation accuracy
CN113832837A (en) * 2021-09-29 2021-12-24 广州机施建设集团有限公司 Fabricated anti-collision wall, welding device and construction method of fabricated anti-collision wall

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