JPH06306818A - Wall balustrade and installing construction method thereof - Google Patents

Wall balustrade and installing construction method thereof

Info

Publication number
JPH06306818A
JPH06306818A JP9627093A JP9627093A JPH06306818A JP H06306818 A JPH06306818 A JP H06306818A JP 9627093 A JP9627093 A JP 9627093A JP 9627093 A JP9627093 A JP 9627093A JP H06306818 A JPH06306818 A JP H06306818A
Authority
JP
Japan
Prior art keywords
wall balustrade
bolt
fastening
floor slab
wall
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
JP9627093A
Other languages
Japanese (ja)
Other versions
JP3056016B2 (en
Inventor
Mitsuo Saito
光男 斉藤
Takayuki Otsuki
隆行 大月
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.)
RANDESU KK
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
Original Assignee
RANDESU KK
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials 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 RANDESU KK, Ishikawajima Kenzai Kogyo Co Ltd, Ishikawajima Construction Materials Co Ltd filed Critical RANDESU KK
Priority to JP5096270A priority Critical patent/JP3056016B2/en
Publication of JPH06306818A publication Critical patent/JPH06306818A/en
Application granted granted Critical
Publication of JP3056016B2 publication Critical patent/JP3056016B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To eliminate difficult work to lower an object while applying bolt inserting holes of a wall balustrade accurately to plural anchor bolts buried beforehand in a floor board, difficult hole fitting Work to, insert a fastening bolt in upper and lower holes communicating between the wall balustrade and the floor board or fastening bolt inserting fastening work involving a danger in order to install the wall balustrade. CONSTITUTION:In a wall balustrade 2 erected on/fixed to a floor board 1 of a road bridge or the like, a fastening bolt inserting hole 3 is arranged obliquely almost in the vertical erecting direction of the wall balustrade. The wall balustrade is connected through an anchor bolt 6 and a coupler 7 where a fastening connecting bolt 5 is buried in the floor board 1. The anchor bolt 6 on the floor board 1 side becomes stronger than the fastening connecting bolt 5 on the wall balustrade side. The coupler 7 screw-fitted to the tip side of the anchor bolt 6 buried in the floor board 1 is arranged in a condition of opening upward from the floor board 1, and the wall balustrade 2 is fixed by the fastening connecting bolt 5 inserted in the bolt inserting hole 2a side of the wall balustrade 2.

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、道路橋等に設置する壁
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 road bridge or the like 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
結合する従来の構造例を図4(a)〜(c)に示した。(a)は
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
に設けて、そのアンカーボルト16に対して壁高欄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し
た構造である。アンカーボルト16は途中をカプラーで継
いでいるが、これは床版1へ埋設する前にボルト長を壁
高欄12の高さに調整するためである。従って、壁高欄12
を締結するときには、アンカーボルト16は所定長さのも
のと同じである。
2. Description of the Related Art An example of a conventional structure for connecting a precast wall balustrade to a floor slab of a road bridge or the like is shown in FIGS. (a) is a structure in which 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 addressing the bolt insertion hole 12a of the wall balustrade 12. Is. The anchor bolts 16 are connected by a coupler along the way, which is for adjusting the bolt length to the height of the wall balustrade 12 before being embedded in the floor slab 1. Therefore, the wall balustrade 12
When tightening, the anchor bolt 16 is the same as the one having a predetermined length.

【0003】従来の構造例(b)は、壁高欄12を床版1へ埋
設した基部に二股の抜け止めを設けた所定の長さのアン
カーボルト16,17によって結合している。また、(c)は長
短2本の締結ボルト18,19を壁高欄12と床版1間に貫通
して連通したボルト孔12a,1aに挿通して締結している。
In the conventional structure example (b), the wall balustrade 12 is connected to the floor slab 1 by anchor bolts 16 and 17 of a predetermined length provided with a bifurcated retainer at the base. Further, in (c), two long and short fastening bolts 18 and 19 are inserted into the bolt holes 12a and 1a penetrating between the wall balustrade 12 and the floor slab 1 and fastened.

【0004】[0004]

【発明が解決しようとする課題】このような従来の壁高
欄は、予め床版1へ埋設されている複数のアンカーボル
ト16へ壁高欄のボルト挿通穴12a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12と床版1間に連通する上下の孔へ締結ボルト18,19
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。特に高架作業では床版1の底面からの
ボルトの挿通作業は困難を伴う難点がある。
In such a conventional wall balustrade, it is difficult to lower the bolt batting holes 12a of the wall balustrade accurately while accurately placing the plurality of anchor bolts 16 embedded in the floor slab 1 in advance. It requires skill to work. In addition, tightening bolts 18,19 to the upper and lower holes communicating between the wall balustrade 12 and the floor slab 1.
In the structure of inserting the fastening bolts, the fastening bolts cannot be inserted unless the holes are accurately aligned, and the work of inserting and fastening the fastening bolts is troublesome. Particularly, in the elevated work, it is difficult to insert the bolt from the bottom surface of the floor slab 1 with difficulty.

【0005】更に、従来の壁高欄は、自動車事故等で壁
高欄の損壊と床版1も壊れる例が多く、床版1の肩部が
ボルトの破損に伴って壊れるとメンテナンスが容易でな
かった。
Further, in the conventional wall balustrade, there are many cases in which the wall balustrade is damaged and the floor slab 1 is also broken due to an automobile accident or the like, and maintenance is not easy if the shoulder portion of the floor slab 1 is broken due to the breakage of the bolt. .

【0006】[0006]

【課題を解決するための手段】本発明は、上記のような
壁高欄の難点を解消する目的でなされたもので、その特
徴は、下記に記す通りである。
SUMMARY OF THE INVENTION The present invention has been made for the purpose of eliminating the above-mentioned problems of wall balustrade, and its features are as described below.

【0007】すなわち、道路橋等の床版1に起立固定す
る壁高欄2において、壁高欄のほぼ垂直な起立方向に対
して斜めに締結ボルト挿入孔3を設けたことを特徴とす
る。ここにいう締結ボルト挿入孔とは、床版に基部を埋
設したアンカーボルトの上部が挿入されたり、あるいは
後述するアンカーボルト6とカプラー7を介して連結さ
れる締結用連結ボルト5が挿入される貫通孔である。
That is, in the wall balustrade 2 which is erected and fixed to a floor slab 1 of a road bridge or the like, a fastening bolt insertion hole 3 is provided obliquely with respect to a substantially vertical standing direction of the wall balustrade. The fastening bolt insertion hole referred to here is an upper portion of an anchor bolt having a base embedded in a floor slab, or a fastening connection bolt 5 that is connected to an anchor bolt 6 (described later) via a coupler 7. It is a through hole.

【0008】前記壁高欄は締結ボルト挿入孔3上方にぬ
すみ4を設け、締結用連結ボルト5は床版1に埋設した
アンカーボルト6とカプラー7を介して連結することを
特徴とする。
The wall balustrade is characterized in that a recess 4 is provided above the fastening bolt insertion hole 3 and the fastening connection bolt 5 is connected to the anchor bolt 6 embedded in the floor slab 1 via a coupler 7.

【0009】その場合に、床版1側のアンカーボルト6
が壁高欄側の締結用連結ボルト5よりも強度を大とした
ことを特徴とする。
In that case, the anchor bolt 6 on the floor slab 1 side
Is stronger than the fastening connecting bolt 5 on the railing side of the wall.

【0010】また、壁高欄の底面に道路橋等の床版1に
設けられる埋設穴1aに対応したフック筋8を設けたので
ある。
Further, hook streaks 8 corresponding to the buried holes 1a provided in the floor slab 1 of a road bridge or the like are provided on the bottom surface of the wall balustrade.

【0011】さらに本発明の壁高欄の設置工法は、道路
橋等の床版1に壁高欄2を起立固定するに際して、床版
1に埋設したアンカーボルト6の先端側に螺合したカプ
ラー7を床版1から上方へ開口した状態に設け、壁高欄
2のボルト挿通穴2a側に挿通された締結用連結ボルト5
により壁高欄2を固定することとした。
Further, according to the construction method of the wall balustrade of the present invention, when the wall balustrade 2 is erected and fixed to the floor slab 1 of a road bridge or the like, a coupler 7 screwed to the tip side of an anchor bolt 6 embedded in the floor slab 1 is screwed. Fastening connection bolts 5 that are provided upward from the floor slab 1 and are inserted into the bolt insertion holes 2a side of the wall balustrade 2.
It was decided to fix the wall balustrade 2.

【0012】この場合に、壁高欄2のボルト挿通穴2a側
に挿通されかつカプラー20により延長支持された締結用
連結ボルト5により壁高欄2を固定するとよい。
In this case, it is advisable to fix the wall balustrade 2 with the fastening connecting bolts 5 inserted through the bolt insertion holes 2a of the wall balustrade 2 and extended and supported by the coupler 20.

【0013】[0013]

【作用】壁高欄のほぼ垂直な起立方向に対して斜めに締
結ボルト挿入孔3を設けた構造であると、床版1に対し
て壁高欄2を固定する場合に、予め埋設されているアン
カーボルトにより締結する場合でもボルト止め作業が壁
高欄の内側側部でできるし、床版1に埋設したアンカー
ボルト6とカプラー7を介して連結する構造の場合でも
締結用連結ボルト5を斜め上部から挿入できるので、作
業が容易になる。有効高さも大きくとることができる。
When the wall balustrade 2 is fixed to the floor slab 1, it has a structure in which the fastening bolt insertion hole 3 is provided obliquely with respect to the vertical standing direction of the wall balustrade. Even when tightening with bolts, bolting work can be done on the inner side of the wall balustrade, and even in the case of the structure in which the anchor bolt 6 embedded in the floor slab 1 and the coupler 7 are connected, the connecting bolt 5 for fastening is obliquely from above. Since it can be inserted, the work becomes easier. The effective height can be large.

【0014】また、締結ボルト挿入孔3上方にぬすみ4
を設けることにより締結用連結ボルト5の頭が壁高欄内
へ隠れる。更に、締結用連結ボルト5が床版1に埋設し
たアンカーボルト6とカプラー7を介して連結するよう
にすると、床版1の所定位置に壁高欄2を設置し、締結
用連結ボルト5を締結ボルト挿入孔へ挿入して締結でき
る。
In addition, there is a hollow 4 above the fastening bolt insertion hole 3.
By providing, the head of the fastening connecting bolt 5 is hidden in the wall balustrade. Further, when the fastening connecting bolt 5 is connected to the anchor bolt 6 embedded in the floor slab 1 through the coupler 7, the wall balustrade 2 is installed at a predetermined position of the floor slab 1 and the fastening connecting bolt 5 is fastened. Can be fastened by inserting it into the bolt insertion hole.

【0015】その場合に、床版1側のアンカーボルト6
の強度が壁高欄側の締結用連結ボルト5の強度よりも大
きいと、自動車事故等で壁高欄に衝撃があった場合で
も、締結用連結ボルト5側が曲折又は破損して床版1の
損壊を防ぐ。
In this case, the anchor bolt 6 on the floor slab 1 side
Is greater than the strength of the fastening connection bolts 5 on the wall balustrade side, the fastening connection bolts 5 will be bent or damaged and the floor slab 1 will be damaged even if there is an impact on the wall balustrade due to an automobile accident or the like. prevent.

【0016】壁高欄の底面に道路橋等の床版1に設けら
れる埋設穴1aに対応したフック筋8を設けておくと、モ
ルタルにフック筋が圧着埋設されることにより、床版1
の現場打ち部床版とプレキャスト壁高欄の強固な一体化
が可能となる。
When the hook streak 8 corresponding to the embedding hole 1a provided in the floor slab 1 such as a road bridge is provided on the bottom surface of the wall balustrade, the hook streak is buried under pressure in the mortar, so that the floor slab 1
It is possible to firmly integrate the cast-in-place floor slab and the precast wall balustrade.

【0017】更に、本発明の壁高欄の設置工法において
は、道路橋等の床版1に壁高欄2を起立状態に固定する
に際して、床版1に埋設したアンカーボルト6の先端側
にあるカプラー7に対して上方より接近させた壁高欄2
のボルト挿通穴2a側に締結用連結ボルト5を連結するの
であるから、締結用連結ボルト5は予め壁高欄2の締結
ボルト挿入孔3内へセットしておくことができる。
Further, in the wall balustrade installation method of the present invention, when fixing the wall balustrade 2 to the floor slab 1 of a road bridge or the like in a standing state, the coupler on the tip side of the anchor bolt 6 embedded in the floor slab 1 is used. Wall balustrade 2 closer to 7 from above
Since the fastening connecting bolt 5 is connected to the side of the bolt insertion hole 2a, the fastening connecting bolt 5 can be set in the fastening bolt insertion hole 3 of the wall balustrade 2 in advance.

【0018】カプラー20により延長支持された締結用連
結ボルト5を用いると、あらかじめ壁高欄2の締結ボル
ト挿入孔3内へセットしておくときに、下方への突出代
が大となり、下方のカプラ7との直結が容易である。
When the fastening connecting bolt 5 extended and supported by the coupler 20 is used, when it is set in the fastening bolt insertion hole 3 of the wall balustrade 2 in advance, the downward projection amount becomes large, and the lower coupler Direct connection with 7 is easy.

【0019】[0019]

【実施例】図1(a)(b)は本発明の第1実施例の一部破断
側面図と要部破断正面図である。図中1は道路橋等の床
版である。この床版1に起立固定する壁高欄2には斜め
に締結ボルト挿入孔3を設けている。そして、壁高欄は
締結ボルト挿入孔3上方で車道側にぬすみ4を設けてい
る。このぬすみ4は締結用連結ボルト5の締結ボルト挿
入孔3への挿入や締結が容易となるように車道側に設け
られている。更に、車道側を強固に固定するために定着
金具2cを設けて床版1側へ埋設されたボルト2dによって
止めている。
1 (a) and 1 (b) are a partially cutaway side view and a fragmentary front view of a first embodiment of the present invention. In the figure, 1 is a floor slab such as a road bridge. A fastening bolt insertion hole 3 is obliquely provided in a wall balustrade 2 which is fixed to the floor slab 1 upright. The wall balustrade is provided with a recess 4 above the fastening bolt insertion hole 3 on the side of the roadway. The recess 4 is provided on the side of the road so that the fastening connecting bolt 5 can be easily inserted into the fastening bolt insertion hole 3 and fastened. Further, a fixing metal fitting 2c is provided to firmly fix the road side, and is fixed by a bolt 2d embedded in the floor slab 1 side.

【0020】締結用連結ボルト5は、床版1に斜めに埋
設したアンカーボルト6とそれに螺着されためねじ構造
のカプラー7に連結するようになっている。ここで、床
版1側のアンカーボルト6が壁高欄側の締結用連結ボル
ト5よりも強度を大にするために、床版1側のアンカー
ボルト6は壁高欄側の締結用連結ボルト5よりも大径の
ものを用いている。この強度差を設けるには、この他に
ボルト間の材質を変えるとか、一方を中空、他方を中実
状にする等の手段をとることができる。この壁高欄2は
斜めに設けられている締結ボルト挿入孔3へ予め床版1
側へ埋設されたアンカーボルト6とカプラー7で一体化
している締結用連結ボルト5へ挿通固定しても良いし、
壁高欄2を設置後にカプラー7とアンカーボルト6で一
体化してもよい。
The fastening connecting bolt 5 is adapted to be connected to an anchor bolt 6 obliquely embedded in the floor slab 1 and a coupler 7 having a screw structure because it is screwed to the anchor bolt 6. Here, in order to make the anchor bolt 6 on the floor slab 1 side stronger than the fastening connecting bolt 5 on the wall balustrade side, the anchor bolt 6 on the floor slab 1 side is stronger than the fastening connecting bolt 5 on the wall balustrade side. Also has a large diameter. In order to provide this strength difference, it is possible to take other means such as changing the material between the bolts or making one hollow and the other solid. The wall balustrade 2 is inserted into the diagonally provided fastening bolt insertion hole 3 in advance of the floor slab 1
It may be inserted and fixed to the fastening connecting bolt 5 which is integrated by the anchor bolt 6 and the coupler 7 which are buried in the side,
The wall balustrade 2 may be integrated with the coupler 7 and the anchor bolt 6 after the installation.

【0021】図1の例では、壁高欄の底面に突出したフ
ック筋8を設けている。このフック筋8は道路橋等の床
版1に予め設けられている埋設穴1aに対応した位置にあ
る。施工時に床版1上に打設した壁高欄2と間の現場打
ちモルタル9が、この埋設穴1a中にも充填されるが、そ
のモルタル9中に壁高欄の底面に突出したフック筋8が
埋設された構造となり、上下の床版1と壁高欄2間の一
体化と、止水を可能にするのである。
In the example of FIG. 1, a hook streak 8 is provided on the bottom surface of the wall balustrade. The hook streak 8 is located at a position corresponding to an embedding hole 1a previously provided in the floor slab 1 of a road bridge or the like. On-site cast mortar 9 between the wall balustrade 2 placed on the floor slab 1 at the time of construction is also filled in the burial hole 1a, but in the mortar 9 there is a hook streak 8 protruding from the bottom of the wall balustrade. The structure is buried, which enables the upper and lower floor slabs 1 and the wall balustrade 2 to be integrated with each other and to stop water.

【0022】次に図2(a)〜(c)によって、本発明の壁高
欄の設置工法の一実施例を示す。ここで説明する壁高欄
は図1のものと異なり、ボルト挿通穴2aを有しており、
また強固な固定を維持するために車道側に定着締結部10
とそのボルト挿通穴10aを有した構造で、従来より用い
ている図4(b)(c)に示したものとほぼ同じである。施工
は、先ず(a)に示したように、床版1にこの壁高欄2を
起立固定するために、床版1の成形時にアンカーボルト
6の先端側に螺合したカプラー7が、床版1から上方へ
開口した状態にアンカーボルト6と定着用のアンカーボ
ルト13を埋設する。アンカーボルト6とアンカーボルト
13は基部を補強のためのアンカー固定部材14で一体化し
ている。
Next, referring to FIGS. 2 (a) to 2 (c), an embodiment of the method for installing the wall balustrade of the present invention is shown. Unlike the one shown in FIG. 1, the wall height section described here has a bolt insertion hole 2a,
In order to maintain a firm fixation, the fixing fastening part 10 on the roadside
And the bolt insertion hole 10a therefor, the structure is substantially the same as that shown in FIGS. 4 (b) and 4 (c) which is conventionally used. First, as shown in (a), in order to fix the wall balustrade 2 to the floor slab 1, the coupler 7 screwed to the tip side of the anchor bolt 6 at the time of molding the floor slab 1 is The anchor bolt 6 and the anchor bolt 13 for fixing are embedded in a state of opening upward from 1. Anchor bolt 6 and anchor bolt
The base 13 is integrated with an anchor fixing member 14 for reinforcement.

【0023】この状態で壁高欄2をクレーン等の吊り手
段15によって吊って運び、壁高欄2のボルト挿通穴2aと
カプラー7が対応した位置で吊った状態にする。この状
態で(b)にみられるように、ボルト挿通穴2aへ締結用連
結ボルト5を予め挿入して適当に吊り下げておくか、ま
たは上部から挿入し、下部をカプラー7に螺入連結す
る。その後、(c)のように連結ボルト5によって締結す
ると共に、車道側の定着ボルト15をカプラー7に螺入連
結して固定を完了する。
In this state, the wall balustrade 2 is hung and carried by the hanging means 15 such as a crane, and the bolt insertion holes 2a of the wall balustrade 2 and the coupler 7 are hung at the corresponding positions. In this state, as shown in (b), the fastening connecting bolt 5 is previously inserted into the bolt insertion hole 2a and appropriately hung, or is inserted from the upper portion and the lower portion is screwed and coupled to the coupler 7. . Then, as shown in (c), the fixing bolt 15 is fastened by the connecting bolt 5, and the fixing bolt 15 on the roadside is screwed and connected to the coupler 7 to complete the fixing.

【0024】この例でも床版1側のアンカーボルト6の
強度が壁高欄側の締結用連結ボルト5の破壊強度よりも
大にするとよい。
Also in this example, the strength of the anchor bolt 6 on the floor slab 1 side is preferably set to be greater than the breaking strength of the fastening connecting bolt 5 on the wall balustrade side.

【0025】床版1側のアンカーボルト6,13の埋設方
法については、従来より公知の種々の方法が採用でき
る。図3に示した例では基部に二股の抜け止め17を有し
たアンカーボルト6,13が埋設されている。
As a method for burying the anchor bolts 6 and 13 on the floor slab 1 side, various conventionally known methods can be adopted. In the example shown in FIG. 3, anchor bolts 6 and 13 having bifurcated retainers 17 are embedded in the base portion.

【0026】図3(a)(b)(c)に示した例は前記施工方法
に更に工夫が加えられており、壁高欄2をクレーン等の
吊り手段15により吊って運ぶ際に、予め壁高欄2のボル
ト挿通穴2a中に締結用連結ボルト5を吊り下げておくこ
とができるようにしている。そのために締結用連結ボル
ト5の上部へカプラー20と延長ボルト21を螺入してお
り、これによって締結用連結ボルト5を安定に吊った状
態に維持し、カプラー7に締結用連結ボルト5の下端部
を螺入連結(図3(c))するに先だって、(b)のようにカプ
ラー20へ締結用連結ボルト5の先端をあてがうと、壁高
欄2を下げて、延長ボルト21側を回して締結用連結ボル
ト5を締付け、次いでカプラー20と延長ボルト21を外
し、延長ボルト21へ螺入されていたナットを外して締結
用連結ボルト5の上部ねじへ該ナットを嵌めて締め付け
るのである。これによって壁高欄設置後締結用連結ボル
トをボルト挿通穴へ入れる作業を省くことができ、作業
性を大幅に向上させることができる。締結後の様子は図
2(c)と同様である。
The examples shown in FIGS. 3 (a), 3 (b) and 3 (c) have been devised in addition to the above-mentioned construction method. When the wall balustrade 2 is hung and carried by a hanging means 15 such as a crane, the wall is preliminarily used. The fastening connecting bolt 5 can be suspended in the bolt insertion hole 2a of the balustrade 2. For that purpose, the coupler 20 and the extension bolt 21 are screwed into the upper part of the fastening connection bolt 5, whereby the fastening connection bolt 5 is maintained in a stable suspended state, and the lower end of the fastening connection bolt 5 is connected to the coupler 7. Prior to threading and connecting the parts (Fig. 3 (c)), apply the tip of the connecting bolt 5 for fastening to the coupler 20 as shown in (b), lower the wall rail 2 and turn the extension bolt 21 side. The fastening connecting bolt 5 is tightened, then the coupler 20 and the extension bolt 21 are removed, the nut screwed into the extension bolt 21 is removed, and the nut is fitted into the upper screw of the fastening connecting bolt 5 and fastened. As a result, the work of inserting the connecting bolt for fastening into the bolt insertion hole after installation on the wall balustrade can be omitted, and the workability can be greatly improved. The state after the fastening is the same as in FIG. 2 (c).

【0027】[0027]

【発明の効果】本発明は、壁高欄に斜めに締結ボルト
挿入孔を設けたことにより、締結用連結ボルト又はアン
カーボルトが斜めに締結固定されるので、壁高欄壁部の
有効高さが大きくとれ、締結固定も容易になった。
According to the present invention, since the fastening bolt insertion holes are provided obliquely in the wall balustrade, the fastening connecting bolts or the anchor bolts are obliquely fastened and fixed, so that the effective height of the wall balustrade wall portion is large. It is also easy to fasten and fix.

【0028】アンカーボルトを途中でカプラーを介して
上下連結することとしたので、施工が容易になった。
Since the anchor bolts are connected vertically through the coupler on the way, the construction becomes easy.

【0029】床版側のアンカーボルトの強度を壁高欄側
の締結用連結ボルト5よりも高強度にしたので、壁高欄
に車が衝突したとき、現場打ちの床版本体が壊れない
で、壁高欄のみ壊れるので、壁高欄のみ取替えればよい
こととなり、メンテナンスが容易である。
Since the strength of the anchor bolts on the floor slab side is higher than that of the fastening connection bolts 5 on the wall balustrade side, when a car collides with the wall balustrade, the floor slab body that is cast in-situ does not break, and Since only the balustrade is broken, only the wall balustrade needs to be replaced, and maintenance is easy.

【0030】壁高欄の底面にフック筋を設けたので、現
場打ち部とプレキャスト壁高欄の一体化が可能となると
共に、止水が可能となった。更に車の衝突による衝撃力
に対してせん断力の向上効果が得られる。
Since the hook streak is provided on the bottom surface of the wall balustrade, the cast-in-place part and the precast wall balustrade can be integrated and the water can be stopped. Further, the effect of improving the shearing force against the impact force due to the collision of the vehicle can be obtained.

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

【図1】(a)は本発明の第1実施例の一部破断側面図、
(b)は要部破断正面図である。
FIG. 1 (a) is a partially cutaway side view of a first embodiment of the present invention,
(b) is a fragmentary front view of the main part.

【図2】(a)〜(c)は本発明の壁高欄の設置工法を示す断
面図である。
2 (a) to 2 (c) are cross-sectional views showing a method of installing a wall balustrade of the present invention.

【図3】(a)〜(c)は他の設置工法を示す断面図である。3 (a) to 3 (c) are cross-sectional views showing another installation method.

【図4】(a)〜(c)は従来の壁高欄の設置例を示す断面図
である。
4 (a) to (c) are cross-sectional views 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 3 締結ボルト挿入孔 4 ぬすみ 5 締結用連結ボルト 6 アンカーボルト 7 カプラー 8 フック筋 20 カプラー 21 延長ボルト 1 Floor slab 2 Wall balustrade 3 Fastening bolt insertion hole 4 Neck 5 Connection bolt for fastening 6 Anchor bolt 7 Coupler 8 Hook streak 20 Coupler 21 Extension bolt

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 道路橋等の床版1に起立固定する壁高欄
2において、該壁高欄のほぼ垂直な起立方向に対して斜
めに締結ボルト挿入孔3を設けたことを特徴とする壁高
欄。
1. A wall balustrade, wherein a fastening bolt insertion hole 3 is provided in a wall balustrade 2 fixed to a floor slab 1 of a road bridge or the like at an angle with respect to a substantially vertical standing direction of the wall balustrade. .
【請求項2】 請求項1記載の壁高欄は締結ボルト挿入
孔3上方にぬすみ4を設けたことを特徴とする壁高欄。
2. The wall balustrade according to claim 1, wherein a recess 4 is provided above the fastening bolt insertion hole 3.
【請求項3】 道路橋等の床版1に起立固定する壁高欄
2において、締結用連結ボルト5が床版1に埋設したア
ンカーボルト6とカプラー7を介して連結することを特
徴とする壁高欄。
3. A wall characterized by connecting a fastening connecting bolt (5) to an anchor bolt (6) embedded in the floor slab (1) through a coupler (7) in a wall balustrade (2) standing and fixed to a floor slab (1) such as a road bridge. Handrail.
【請求項4】 請求項3記載の床版1側のアンカーボル
ト6が壁高欄側の締結用連結ボルト5よりも強度が大で
あることを特徴とする壁高欄。
4. The wall balustrade, wherein the anchor bolt 6 on the floor slab 1 side according to claim 3 is stronger than the fastening connecting bolt 5 on the wall balustrade side.
【請求項5】 道路橋等の床版1に起立固定する壁高欄
2の底面に道路橋等の床版1に設けられる埋設穴1aに対
応したフック筋8を設けてなる壁高欄。
5. A wall balustrade in which a hook streak 8 corresponding to a buried hole 1a provided in a floor slab 1 of a road bridge or the like is provided on the bottom surface of a wall balustrade 2 which is erected and fixed to a floor slab 1 of a road bridge or the like.
【請求項6】 道路橋等の床版1に壁高欄2を起立固定
するに際して、床版1に埋設したアンカーボルト6の先
端側に螺合したカプラー7を床版1から上方へ開口した
状態に設け、壁高欄2のボルト挿通穴2a側に挿通された
締結用連結ボルト5により壁高欄2を固定する壁高欄の
設置工法。
6. A state in which a coupler 7 screwed onto the tip side of an anchor bolt 6 embedded in the floor slab 1 is opened upward from the floor slab 1 when the wall balustrade 2 is vertically fixed to the floor slab 1 of a road bridge or the like. The installation method of the wall balustrade 2 in which the wall balustrade 2 is fixed by the connecting bolts 5 for fastening which are inserted in the bolt insertion holes 2a side of the wall balustrade 2.
【請求項7】 道路橋等の床版1に壁高欄2を起立固定
するに際して、床版1に埋設したアンカーボルト6の先
端側に螺合したカプラー7を床版1から上方へ開口した
状態に設け、壁高欄2のボルト挿通穴2a側に挿通されか
つカプラー20により延長支持された締結用連結ボルト5
により壁高欄2を固定する壁高欄の設置工法。
7. A state in which a coupler 7 screwed to the tip side of an anchor bolt 6 embedded in the floor slab 1 is opened upward from the floor slab 1 when the wall balustrade 2 is vertically fixed to the floor slab 1 of a road bridge or the like. The connection bolt 5 for fastening, which is provided on the wall, is inserted into the bolt insertion hole 2a side of the wall balustrade 2, and is extended and supported by the coupler 20.
The installation method of the wall balustrade that fixes the wall balustrade 2 by.
JP5096270A 1993-04-22 1993-04-22 Wall railing Expired - Fee Related JP3056016B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5096270A JP3056016B2 (en) 1993-04-22 1993-04-22 Wall railing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5096270A JP3056016B2 (en) 1993-04-22 1993-04-22 Wall railing

Publications (2)

Publication Number Publication Date
JPH06306818A true JPH06306818A (en) 1994-11-01
JP3056016B2 JP3056016B2 (en) 2000-06-26

Family

ID=14160465

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5096270A Expired - Fee Related JP3056016B2 (en) 1993-04-22 1993-04-22 Wall railing

Country Status (1)

Country Link
JP (1) JP3056016B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008115593A (en) * 2006-11-02 2008-05-22 Hirose & Co Ltd Guard fence
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

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008115593A (en) * 2006-11-02 2008-05-22 Hirose & Co Ltd Guard fence
JP4703541B2 (en) * 2006-11-02 2011-06-15 ヒロセ株式会社 Protective fence
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

Also Published As

Publication number Publication date
JP3056016B2 (en) 2000-06-26

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