JP3006407B2 - Panel mounting structure - Google Patents

Panel mounting structure

Info

Publication number
JP3006407B2
JP3006407B2 JP6114692A JP11469294A JP3006407B2 JP 3006407 B2 JP3006407 B2 JP 3006407B2 JP 6114692 A JP6114692 A JP 6114692A JP 11469294 A JP11469294 A JP 11469294A JP 3006407 B2 JP3006407 B2 JP 3006407B2
Authority
JP
Japan
Prior art keywords
panel
mounting base
mounting structure
groove
connecting member
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP6114692A
Other languages
Japanese (ja)
Other versions
JPH07300815A (en
Inventor
良晴 太田
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.)
Obayashi Corp
Tobishima Corp
Penta Ocean Construction Co Ltd
Kumagai Gumi Co Ltd
Toda Corp
Original Assignee
Obayashi Corp
Tobishima Corp
Penta Ocean Construction Co Ltd
Kumagai Gumi Co Ltd
Toda Corp
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 Obayashi Corp, Tobishima Corp, Penta Ocean Construction Co Ltd, Kumagai Gumi Co Ltd, Toda Corp filed Critical Obayashi Corp
Priority to JP6114692A priority Critical patent/JP3006407B2/en
Publication of JPH07300815A publication Critical patent/JPH07300815A/en
Application granted granted Critical
Publication of JP3006407B2 publication Critical patent/JP3006407B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

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、パネル取付構造に係
り、特に、PCパネルを取付架台に取り付けるパネル取
付構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a panel mounting structure, and more particularly to a panel mounting structure for mounting a PC panel on a mounting base.

【0002】[0002]

【従来の技術】海峡、航路等を横断するいわゆる渡海橋
においては、スパンを広く取ることができる吊り橋構造
が多く採用されるが、数百mを越えるような長大スパン
になると、メインケーブルの引張力を支持するアンカレ
イジが吊り橋の構造要素として重要な役割を果たす。
2. Description of the Related Art In so-called crossover bridges crossing a strait, a sea route, etc., a suspension bridge structure capable of widening a span is often used. Anchorages that support the force play an important role as structural elements of the suspension bridge.

【0003】かかるアンカレイジは、いわば巨大なコン
クリートブロックであるが、コンクリート打設の際の型
枠としてPC(プレキャストコンクリート)パネルを用
いることが多い。
[0003] Such an anchorage is, as it were, a huge concrete block. In many cases, a PC (precast concrete) panel is used as a form for concrete casting.

【0004】PCパネルは、製造時あるいは運搬時の都
合上並びにマスコンクリートの温度上昇によるひび割れ
を防止するため、その寸法を所定の大きさ以下に抑える
必要がある反面、現地においては、クレーンの使用頻度
あるいは他の工程との関係上、できるだけ少ない回数で
建て込むことができるのが望ましい。
[0004] The PC panel needs to be reduced in size to a predetermined size or less in order to prevent cracking due to a rise in temperature of the mass concrete for the convenience of manufacturing or transportation, and on the other hand, in the field, the use of a crane is required. It is desirable to be able to build in as few times as possible in terms of frequency or relation to other processes.

【0005】そのため、PCパネル取付工事において
は、例えば横3m、縦1.5m 程度のPCパネルを所定の
組立用鋼材を介して例えば4枚一組としていったん地上
で組立て、次いで、組立が終了した大型パネルを順次ク
レーンで所定の据付位置に建て込んでいくのが一般的で
ある。
[0005] Therefore, in the PC panel mounting work, for example, a PC panel of about 3 m in width and about 1.5 m in height is once assembled on the ground, for example, as a set of four PCs via a predetermined assembling steel material. Generally, the panels are sequentially built at predetermined installation positions by a crane.

【0006】以下、建て込んだ大型パネルの組立用鋼材
を据付位置に設けられた取付架台に所定のボルトを介し
て連結し、大型パネルを取付架台に固定する。
[0006] Hereinafter, the steel material for assembling the built large panel is connected to a mounting base provided at the installation position via predetermined bolts, and the large panel is fixed to the mounting base.

【0007】[0007]

【発明が解決しようとする課題】ここで、組立用鋼材お
よび取付架台には所定の孔をそれぞれ設けてあり、かか
る孔に上述したボルトを挿通して締結するようになって
いるが、取付架台の設置精度が悪いと取付架台側の孔が
所定の位置からずれてしまい、その結果、大型パネルを
設計通りの位置に据え付けることができなくなる。
Here, a predetermined hole is provided in each of the assembling steel material and the mounting base, and the above-mentioned bolts are inserted into these holes for fastening. If the installation accuracy is poor, the holes on the mounting base side will be displaced from the predetermined positions, and as a result, the large panel cannot be installed at the designed position.

【0008】かかる状況で大型パネルの据付精度を確保
するには、取付架台あるいは組立用鋼材の孔を大きくし
たりあるいは別の孔をその場で新たに穿孔したりする必
要が生じ、かくして、大型パネルの据付工事は、きわめ
て時間のかかる煩雑なものとなっていた。
In such a situation, in order to ensure the installation accuracy of the large panel, it is necessary to enlarge the hole of the mounting base or the steel material for assembling, or to newly drill another hole on the spot. Panel installation work was extremely time-consuming and complicated.

【0009】また、従来のPCパネルは、先行設置され
たPCパネルの上に載せてその自重を支持するようにし
ていたため、下側のPCパネルとの目地を確保すること
ができず、その結果、マスコンクリートの温度上昇によ
る膨張や地震時のせん断変形をうまく吸収できず、PC
パネルの損傷を招くおそれがあった。
Further, since the conventional PC panel is mounted on the previously installed PC panel to support its own weight, it is impossible to secure a joint with the lower PC panel. , It cannot absorb the expansion due to the temperature rise of the mass concrete and the shear deformation at the time of the earthquake.
The panel could be damaged.

【0010】本発明は、上述した事情を考慮してなされ
たもので、所定のパネルを高い精度でかつ容易に取付架
台に取付け可能なパネル取付構造を提供することを目的
とする。
The present invention has been made in consideration of the above circumstances, and has as its object to provide a panel mounting structure that can easily mount a predetermined panel on a mounting base with high accuracy.

【0011】また、本発明は、上下のパネルの間に所定
のクリアランスを確保可能なパネル取付構造を提供する
ことを目的とする。
It is another object of the present invention to provide a panel mounting structure capable of securing a predetermined clearance between upper and lower panels.

【0012】[0012]

【課題を解決するための手段】上記目的を達成するた
め、本発明のパネル取付構造は請求項1に記載したよう
に、パネルの背面に設けたパネル側連結部材を所定の連
結ボルトを介して取付架台に設けた取付架台側連結部材
に連結するように構成したパネル取付構造において、前
記パネル側連結部材に前記連結ボルトを挿通可能でかつ
所定の方向に延びる溝状開口を設けるとともに、前記取
付架台側連結部材に前記連結ボルトを挿通可能でかつ前
記方向にほぼ直交する方向に延びる溝状開口を設けたも
のである。
To achieve the above object, a panel mounting structure according to the present invention, as described in claim 1, connects a panel-side connecting member provided on the back surface of the panel via a predetermined connecting bolt. In a panel mounting structure configured to be connected to a mounting pedestal-side connecting member provided on a mounting gantry, the panel-side connecting member is provided with a groove-shaped opening through which the connecting bolt can be inserted and extending in a predetermined direction, and The gantry-side connecting member is provided with a groove-shaped opening through which the connecting bolt can be inserted and extending in a direction substantially perpendicular to the direction.

【0013】また、本発明のパネル取付構造は、請求項
1の溝状開口を、ボックス形断面等の2つの鋼材をほぼ
平行に配置して当該鋼材の間の空間として形成したもの
である。また、本発明のパネル取付構造は、請求項1の
溝状開口を、2つの溝形鋼をほぼ平行に配置して当該溝
形鋼の間の空間として形成したものである。
[0013] In the panel mounting structure of the present invention, the groove-shaped opening of claim 1 may be formed by substantially connecting two steel materials having a box-shaped cross section.
They are arranged in parallel and formed as spaces between the steel materials. Further, in the panel mounting structure of the present invention, the groove-shaped opening of claim 1 is formed as a space between the two channel steels by arranging the two channel steels substantially in parallel.

【0014】また、本発明のパネル取付構造は請求項4
に記載したように、前記パネル側連結部材の頂部および
底部の少なくともいずれかに所定の高さ調整機構を設け
たものである。
Further, the panel mounting structure of the present invention is described in claim 4.
As described above, a predetermined height adjustment mechanism is provided on at least one of the top part and the bottom part of the panel-side connecting member.

【0015】[0015]

【作用】本発明のパネル取付構造においては、パネル側
連結部材および取付架台側連結部材の双方に連結ボルト
を挿通可能な溝状開口を設けてあるとともに、2つの溝
状開口を互いに直交させてあるので、パネルを取付架台
の近くに建て込むと、2つの溝状開口が交差する位置に
パネル側連結部材および取付架台側連結部材を貫通する
空間が形成される。
In the panel mounting structure of the present invention, both the panel-side connecting member and the mounting base-side connecting member are provided with groove-shaped openings through which connecting bolts can be inserted, and the two groove-shaped openings are orthogonal to each other. Therefore, when the panel is erected near the mounting base, a space is formed through the panel-side connecting member and the mounting base-side connecting member at a position where the two groove-shaped openings intersect.

【0016】パネルを取付架台に固定する際には、かか
る空間内に連結ボルトを挿入し、次いで、挿入された連
結ボルトをパネル側連結部材および取付架台側連結部材
にそれぞれ固定すればよい。
When the panel is fixed to the mounting base, a connecting bolt may be inserted into the space, and then the inserted connecting bolt may be fixed to the panel-side connecting member and the mounting base-side connecting member, respectively.

【0017】かかる構成においては、たとえ取付架台の
設置精度に誤差が生じていたとしても、パネル側連結部
材の溝状開口と取付架台側連結部材の溝状開口との交差
部分には必ず上述の空間が形成され、連結ボルト挿通の
ための空間は常に確保される。
In this configuration, even if there is an error in the installation accuracy of the mounting base, the above-mentioned intersection must be formed at the intersection of the groove-shaped opening of the panel-side connecting member and the groove-shaped opening of the mounting base-side connecting member. A space is formed, and a space for inserting the connecting bolt is always secured.

【0018】[0018]

【実施例】以下、本発明のパネル取付構造の実施例につ
いて、添付図面を参照して説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the panel mounting structure of the present invention will be described below with reference to the accompanying drawings.

【0019】図1(a) は、本実施例に係るパネル取付構
造を鉛直断面で示したものであり、図1(b) は、図1
(a) のA―A線に沿う水平断面で示したものである。
FIG. 1A shows a panel mounting structure according to the present embodiment in a vertical section, and FIG.
(a) is a horizontal cross-section along the line AA.

【0020】これらの図でわかるように、本実施例のパ
ネル取付構造は、大型パネル1を取付架台2に取り付け
るようになっており、大型パネル1は、パネルとしての
PC(プレキャストコンクリート)パネル3(例えば横
3m、縦1.5m 程度)を予め地上で組み立てたものであ
り、取付架台2は、所定のコンクリート打設位置に設置
されるものである。
As can be seen from these figures, the panel mounting structure of the present embodiment is such that a large panel 1 is mounted on a mounting base 2, and the large panel 1 is a PC (precast concrete) panel 3 as a panel. (For example, about 3 m in width and 1.5 m in height) are assembled on the ground in advance, and the mounting base 2 is installed at a predetermined concrete casting position.

【0021】図2は、大型パネル1の全体を図1の右側
から見た背面図である。
FIG. 2 is a rear view of the entire large panel 1 as viewed from the right side of FIG.

【0022】図1および図2でよくわかるように、大型
パネル1は、PCパネル3の背面に設けられたボルト4
を、所定の間隔で水平方向に配設された鋼材5に締結す
ることによって、4枚のPCパネル3を一体に組み立て
てある。
As can be clearly understood from FIGS. 1 and 2, the large panel 1 is provided with bolts 4 provided on the back of the PC panel 3.
Are fastened to steel members 5 arranged at predetermined intervals in the horizontal direction, whereby four PC panels 3 are integrally assembled.

【0023】また、鋼材5の背面には溝形鋼6を2つで
1組として所定の間隔で鉛直方向に配設してパネル側連
結部材を構成してあり、当該溝形鋼6の間には鉛直方向
に沿った溝状開口7を形成してある。
A panel-side connecting member is formed on the back surface of the steel material 5 by vertically arranging two sets of channel steels 6 at predetermined intervals at a predetermined interval. Is formed with a groove-shaped opening 7 extending in the vertical direction.

【0024】図3は、取付架台2を図1の右側から見た
背面図である。なお、取付架台2は、トラス構造の一部
として構成してあり、図3には大型パネル3と同等の範
囲を部分的に示してある。
FIG. 3 is a rear view of the mounting base 2 as viewed from the right side of FIG. In addition, the mounting base 2 is configured as a part of the truss structure, and FIG. 3 partially shows a range equivalent to the large panel 3.

【0025】図1および図3でよくわかるように、取付
架台2のトラス材12の前面には、溝形鋼11を2つで
1組として所定の間隔で水平方向に配設して取付架台側
連結部材を構成してあり、当該溝形鋼11の間には水平
方向に沿った溝状開口13を形成してある。
As can be clearly seen from FIGS. 1 and 3, on the front surface of the truss member 12 of the mounting base 2, two sets of channel steels 11 are horizontally arranged at a predetermined interval as a set of two channel steels 11. A side connecting member is formed, and a groove-like opening 13 extending in the horizontal direction is formed between the channel steels 11.

【0026】本実施例のパネル取付構造は、溝形鋼6の
間に形成された溝状開口7に連結ボルト21を挿通して
座金22およびナット23で締結するとともに、溝形鋼
11の間に形成された溝状開口13に上述の連結ボルト
21を挿通して座金24およびナット25で締結するこ
とにより、大型パネル1を連結ボルト21を介して取付
架台2に連結するようになっている。
In the panel mounting structure of this embodiment, the connecting bolt 21 is inserted into the groove-shaped opening 7 formed between the channel steel members 6 and fastened with the washer 22 and the nut 23. The large-sized panel 1 is connected to the mounting base 2 via the connection bolts 21 by inserting the above-described connection bolts 21 into the groove-shaped openings 13 formed therein and fastening them with the washers 24 and the nuts 25. .

【0027】座金22は、2つの溝形鋼6を両側からし
っかり挟み込むことができる寸法のものを用い、同様
に、座金24は、2つの溝形鋼11を両側からしっかり
挟み込むことができる寸法のものを用いるのがよい。
The washer 22 is of a size capable of firmly sandwiching the two channel steels 6 from both sides. Similarly, the washer 24 is of a size capable of firmly sandwiching the two channel steels 11 from both sides. It is better to use one.

【0028】また、図1でわかるように、パネル側連結
部材である溝形鋼6の頂部には、高さ調整機構31を設
けてある。
As can be seen from FIG. 1, a height adjusting mechanism 31 is provided at the top of the channel steel 6 which is a panel-side connecting member.

【0029】かかる高さ調整機構31は、ボルト33に
ナット32を二重に嵌めて溝形鋼6の頂部にねじ込んで
あり、ボルト33の頭で上方の大型パネル1を支持する
とともに、そのねじ込み深さを調整できるようになって
いる。
In the height adjusting mechanism 31, the nut 32 is double-fitted on the bolt 33 and screwed into the top of the channel steel 6. The head of the bolt 33 supports the large panel 1 on the upper side. The depth can be adjusted.

【0030】本実施例のパネル取付構造においては、パ
ネル側連結部材である溝形鋼6および取付架台側連結部
材である溝形鋼11の双方に連結ボルト21を挿通可能
な溝状開口7および溝状開口13を設けてあるととも
に、2つの溝状開口7、13を互いに直交させてある。
In the panel mounting structure of this embodiment, the groove-shaped opening 7 through which the connecting bolt 21 can be inserted into both the channel steel 6 as the panel-side connecting member and the channel steel 11 as the mounting base-side connecting member. A groove-shaped opening 13 is provided, and the two groove-shaped openings 7 and 13 are orthogonal to each other.

【0031】したがって、大型パネル1を取付架台2の
近くに建て込んだ場合、背面方向から見れば、2つの溝
状開口7、13が交差する箇所には連結ボルトを貫通可
能な空間が形成される。
Therefore, when the large panel 1 is built near the mounting base 2, a space where the connecting bolts can penetrate is formed at the intersection of the two groove-shaped openings 7, 13 when viewed from the rear. You.

【0032】かかる空間内に連結ボルト21を挿入し、
次いで、挿入された連結ボルト21を座金22、24お
よびナット23、25を用いて溝形鋼6、溝形鋼11に
それぞれ固定し、大型パネル1を取付架台2に取り付け
る。
The connecting bolt 21 is inserted into the space,
Next, the inserted connecting bolt 21 is fixed to the channel steel 6 and the channel steel 11 using washers 22, 24 and nuts 23, 25, respectively, and the large panel 1 is attached to the mounting base 2.

【0033】図4は、連結ボルト21を用いて大型パネ
ル1を取付架台2に取り付けた場合の大型パネル1、取
付架台2をそれぞれ背面図で(a)、(b)に示したものであ
る。
FIGS. 4A and 4B are rear views of the large panel 1 and the mounting frame 2 when the large panel 1 is mounted on the mounting frame 2 using the connecting bolts 21. FIG. .

【0034】ここで、取付架台2の設置精度にたとえ誤
差が生じていても、溝状開口7と溝状開口13との交差
部分には必ず上述の空間が形成され、連結ボルト21挿
通のためのスペースは常に確保される。
Here, even if there is an error in the installation accuracy of the mounting base 2, the above-mentioned space is always formed at the intersection of the groove-shaped opening 7 and the groove-shaped opening 13, and the connecting bolt 21 is inserted therethrough. Space is always reserved.

【0035】図5(a) は、取付架台2の溝形鋼11が設
計通りの位置に設置されている場合の連結ボルト21の
取付位置を示したものであり、図5(b) は、溝形鋼11
が矢印のように設計位置から下にL1, 右にL2 だけず
れて設定されている場合の連結ボルト21の取付位置を
示したものである。
FIG. 5A shows the mounting position of the connecting bolt 21 when the channel steel 11 of the mounting base 2 is installed at the designed position. FIG. 5B shows the mounting position of the connecting bolt 21. Channel steel 11
Indicates the mounting position of the connecting bolt 21 when it is set to be shifted downward by L1 and rightward by L2 from the design position as indicated by an arrow.

【0036】同図でわかるように、連結ボルト21の取
付位置は、溝形鋼6との関係では正規の位置からL1 だ
け下方にずれたところにシフトし、溝形鋼11との関係
では正規の位置から左にL2 だけずれたところにシフト
する。
As can be seen from the figure, the mounting position of the connecting bolt 21 is shifted downward from the normal position by L1 in relation to the channel steel 6, and is shifted to the normal position in relation to the channel steel 11. Is shifted to the left from the position by L2.

【0037】なお、PCパネルの法線方向(図1の左右
方向)に沿ったパネル据付位置の調整は、連結ボルト2
1に対するナット23あるいはナット25の位置を適宜
調整すればよい。
The adjustment of the panel installation position along the normal direction of the PC panel (the left-right direction in FIG. 1) is performed by connecting bolts 2
The position of the nut 23 or the nut 25 with respect to 1 may be appropriately adjusted.

【0038】図6は、2つの大型パネルを上下に並べて
取付架台2に取り付けた様子を示した鉛直断面図であ
る。なお、上側の大型パネルに係る部品についてはa
を、下側の大型パネルに係る部品についてはbを付して
区別してある。
FIG. 6 is a vertical cross-sectional view showing a state in which two large panels are arranged vertically and attached to the mounting base 2. In addition, for the components related to the upper large panel, a
, And parts related to the lower large panel are distinguished by adding b.

【0039】同図に示すように、大型パネル1aおよび
大型パネル1bを上下に配置する場合、両大型パネルを
上述したように取付架台2に取り付けるとともに、大型
パネル1aを建て込む際、その溝形鋼6aの底部を、先
行して建て込んだ大型パネル1bの頂部に設けた高さ調
整機構31bに載せ、その重量を高さ調整機構31bを
介して下の大型パネル1bに伝える。
As shown in the figure, when the large panel 1a and the large panel 1b are arranged up and down, both large panels are attached to the mounting base 2 as described above, and when the large panel 1a is erected, the grooves are formed. The bottom of the steel 6a is placed on the height adjusting mechanism 31b provided on the top of the large panel 1b that has been built in advance, and the weight is transmitted to the large panel 1b below via the height adjusting mechanism 31b.

【0040】ここで、高さ調整機構31bを適宜調整し
てPCパネル3aおよびPCパネル3bの間に所定のク
リアランスdを形成し、必要に応じて所定の目地幅を確
保する。
Here, a predetermined clearance d is formed between the PC panel 3a and the PC panel 3b by appropriately adjusting the height adjusting mechanism 31b, and a predetermined joint width is secured if necessary.

【0041】大型パネルの据付が所定段数だけ完了した
後は、順次、コンクリート打設を行う。
After the installation of the large-sized panels has been completed for a predetermined number of steps, concrete placement is sequentially performed.

【0042】以上説明したように、本実施例のパネル取
付構造は、パネル側連結部材および取付架台側連結部材
の双方に連結ボルトを挿通可能な溝状開口を互いに直交
させて配設したので、たとえ取付架台の設置精度が悪く
とも、2つの溝状開口が交差する箇所には、常に連結ボ
ルトを貫通可能な空間が形成される。
As described above, in the panel mounting structure of the present embodiment, the groove-shaped openings through which the connecting bolts can be inserted are arranged orthogonal to each other in both the panel-side connecting member and the mounting base-side connecting member. Even if the installation accuracy of the mounting base is poor, a space where the connecting bolt can always penetrate is formed at the place where the two groove-shaped openings intersect.

【0043】そのため、取付架台の精度に関わりなく、
大型パネルと取付架台とを確実かつ容易に取り付けるこ
とが可能となり、従来のように、新たに孔を設けたりす
る必要がなくなる。
Therefore, regardless of the accuracy of the mounting base,
The large panel and the mounting base can be securely and easily attached to each other, and it is not necessary to provide a new hole as in the related art.

【0044】したがって、大型パネルの据付工事におけ
る工期が短縮されるとともに施工コストも低減される。
Accordingly, the construction period of the large panel installation work is shortened and the construction cost is reduced.

【0045】また、本実施例のパネル取付構造は、ほぼ
同一寸法の2つの溝形鋼を用いて溝状開口を形成し、連
結ボルトを挿入するようにしたので、2つの座金で溝形
鋼を両側から挟み込んで締め付ける際、その締付け力を
2つの溝形鋼に均等に伝えることができる。
Further, in the panel mounting structure of the present embodiment, since the groove-shaped opening is formed by using two channel steels having substantially the same dimensions and the connecting bolt is inserted, the channel steel is formed by the two washers. Can be transmitted evenly to the two channel steels when sandwiching and tightening from both sides.

【0046】また、本実施例のパネル取付構造は、パネ
ル側連結部材に高さ調整機構を設けたので、上下のPC
パネルの間に所定のクリアランスを形成して目地を設け
るスペースを確保することができる。
In the panel mounting structure of this embodiment, the height adjustment mechanism is provided on the panel-side connecting member, so that the upper and lower PCs are connected.
A predetermined clearance can be formed between the panels to secure a space for providing joints.

【0047】したがって、大型パネル据付時において
は、PCパネルの製作誤差あるいは組立誤差を吸収して
所定のパネル設置精度を確保することができるととも
に、コンクリート打設後においては、内部コンクリート
の温度上昇に伴う膨張を吸収してPCパネルのひび割れ
を防止するとともに、地震時のせん断変形を吸収して地
震によるパネルの損傷を回避することができる。
Therefore, when installing a large panel, it is possible to secure a predetermined panel installation accuracy by absorbing a manufacturing error or an assembly error of the PC panel, and to reduce the temperature of the internal concrete after the concrete is poured. It is possible to prevent the PC panel from cracking by absorbing the accompanying expansion and to prevent the panel from being damaged by the earthquake by absorbing the shear deformation at the time of the earthquake.

【0048】本実施例では、PCパネルを予め大型パネ
ルに組み立てておき、これを取付架台に取り付けるよう
にしたが、PCパネルごとにそれぞれパネル側連結部材
を設けておき、これらを個別に取付架台に取り付けるよ
うにしてもよい。
In this embodiment, the PC panel is assembled into a large panel in advance, and this is mounted on the mounting base. However, a panel-side connecting member is provided for each PC panel, and these are individually mounted on the mounting base. You may make it attach to.

【0049】また、本実施例では、PCパネルを用いた
例で説明したが、鋼製パネル等の他の材料のパネルを用
いる場合にも本発明を適用することができる。
Although the present embodiment has been described with reference to an example using a PC panel, the present invention can be applied to a case where a panel made of another material such as a steel panel is used.

【0050】また、本実施例では、連結ボルトを挿通す
るための溝状開口を、2つの溝形鋼をほぼ平行に並べる
ことによって構成したが、溝状開口を形成するための構
成は任意であり、例えばボックス形断面の鋼材を並べて
構成してもよい。
Further, in this embodiment, the groove-shaped opening for inserting the connecting bolt is formed by arranging two channel steels substantially in parallel, but the structure for forming the groove-shaped opening is optional. Yes, for example, steel materials having a box-shaped cross section may be arranged side by side.

【0051】[0051]

【発明の効果】以上述べたように、本発明に係るパネル
取付構造によれば、たとえ取付架台の設置精度が悪くと
も所定のパネルを高い精度で取付架台に取付けることが
できる。
As described above, according to the panel mounting structure of the present invention, a predetermined panel can be mounted on the mounting frame with high accuracy even if the mounting accuracy of the mounting frame is poor.

【0052】[0052]

【0053】[0053]

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

【図1】(a)は、本実施例に係るパネル取付構造の鉛直
断面図、(b)は、(a) のA―A線に沿う水平断面図。
1A is a vertical sectional view of a panel mounting structure according to the present embodiment, and FIG. 1B is a horizontal sectional view taken along line AA in FIG.

【図2】大型パネルの全体背面図。FIG. 2 is an overall rear view of the large panel.

【図3】取付架台の全体背面図。FIG. 3 is an overall rear view of the mounting base.

【図4】連結ボルト、座金およびナットを用いて大型パ
ネルを取付架台に取り付けた様子を示した背面図であ
り、(a) は、大型パネルをその背面から、(b) は、取付
架台をその背面から見たもの。
FIG. 4 is a rear view showing a state in which a large panel is attached to a mounting base using connecting bolts, washers and nuts, (a) showing the large panel from its back, and (b) showing the mounting base. Seen from the back.

【図5】本実施例のパネル取付構造の作用を説明する
図。
FIG. 5 is a view for explaining the operation of the panel mounting structure of the embodiment.

【図6】2つの大型パネルを上下に並べて取付架台に取
り付けた様子を示す鉛直断面図。
FIG. 6 is a vertical cross-sectional view showing a state where two large panels are arranged vertically and attached to a mounting base.

【符号の説明】[Explanation of symbols]

1 大型パネル 2 取付架台 3 PCパネル(パネル) 6 溝形鋼(パネル側連結部材) 7 溝状開口 11 溝形鋼(取付架台側連結部材) 13 溝状開口 21 連結ボルト 22、24 座金 23、25 ナット 31 高さ調整機構 DESCRIPTION OF SYMBOLS 1 Large-sized panel 2 Mounting stand 3 PC panel (panel) 6 Channel steel (panel side connection member) 7 Groove opening 11 Channel steel (mounting base side connection member) 13 Groove opening 21 Connection bolt 22, 24 Washer 23, 25 Nut 31 Height adjustment mechanism

───────────────────────────────────────────────────── フロントページの続き (73)特許権者 000166627 五洋建設株式会社 東京都文京区後楽2丁目2番8号 (72)発明者 太田 良晴 高松市中央町11―11 株式会社大林組 四国支店内 (56)参考文献 特開 平6−108570(JP,A) 実開 平6−10423(JP,U) (58)調査した分野(Int.Cl.7,DB名) E01D 11/00 ──────────────────────────────────────────────────続 き Continued on the front page (73) Patent holder 000166627 Goyo Construction Co., Ltd. 2-2-2-8 Koraku, Bunkyo-ku, Tokyo (72) Inventor Yoshiharu Ota 11-11 Chuocho, Takamatsu-shi Obayashi Corporation Shikoku Branch (56) References JP-A-6-108570 (JP, A) JP-A-6-10423 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E01D 11/00

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 パネルの背面に設けたパネル側連結部材
を所定の連結ボルトを介して取付架台に設けた取付架台
側連結部材に連結するように構成したパネル取付構造に
おいて、 前記パネル側連結部材に前記連結ボルトを挿通可能でか
つ所定の方向に延びる溝状開口を設けるとともに、前記
取付架台側連結部材に前記連結ボルトを挿通可能でかつ
前記方向にほぼ直交する方向に延びる溝状開口を設けた
ことを特徴とするパネル取付構造。
1. A panel mounting structure in which a panel-side connecting member provided on a back surface of a panel is connected to a mounting base-side connecting member provided on a mounting base via a predetermined connecting bolt. A groove-shaped opening through which the connecting bolt can be inserted and extending in a predetermined direction is provided, and a groove-shaped opening through which the connecting bolt can be inserted and extending in a direction substantially perpendicular to the direction is provided in the mounting base side connecting member. Panel mounting structure characterized by that.
【請求項2】 前記溝状開口は、ボックス形断面等の2
つの鋼材をほぼ平行に配置して当該鋼材の間の空間とし
て形成された請求項1記載のパネル取付構造。
2. The groove-shaped opening has a box-shaped cross section or the like.
Two steels are placed almost in parallel to create a space between the steels.
The panel mounting structure according to claim 1, wherein the panel mounting structure is formed.
【請求項3】 前記溝状開口は、2つの溝形鋼をほぼ平
行に配置して当該溝形鋼の間の空間として形成された請
求項1記載のパネル取付構造。
3. The panel mounting structure according to claim 1, wherein the groove-shaped opening is formed as a space between two channel steels by arranging two channel steels substantially in parallel.
【請求項4】 前記パネル側連結部材の頂部および底部
の少なくともいずれかに所定の高さ調整機構を設けた請
求項1記載のパネル取付構造。
4. The panel mounting structure according to claim 1, wherein a predetermined height adjusting mechanism is provided on at least one of a top and a bottom of the panel-side connecting member.
JP6114692A 1994-04-28 1994-04-28 Panel mounting structure Expired - Fee Related JP3006407B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6114692A JP3006407B2 (en) 1994-04-28 1994-04-28 Panel mounting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6114692A JP3006407B2 (en) 1994-04-28 1994-04-28 Panel mounting structure

Publications (2)

Publication Number Publication Date
JPH07300815A JPH07300815A (en) 1995-11-14
JP3006407B2 true JP3006407B2 (en) 2000-02-07

Family

ID=14644251

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6114692A Expired - Fee Related JP3006407B2 (en) 1994-04-28 1994-04-28 Panel mounting structure

Country Status (1)

Country Link
JP (1) JP3006407B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012229534A (en) * 2011-04-25 2012-11-22 Railway Technical Research Institute Construction method and structure for reinforcing viaduct slab using channel steel and deck plate

Also Published As

Publication number Publication date
JPH07300815A (en) 1995-11-14

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