JPH042173Y2 - - Google Patents

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Publication number
JPH042173Y2
JPH042173Y2 JP3790187U JP3790187U JPH042173Y2 JP H042173 Y2 JPH042173 Y2 JP H042173Y2 JP 3790187 U JP3790187 U JP 3790187U JP 3790187 U JP3790187 U JP 3790187U JP H042173 Y2 JPH042173 Y2 JP H042173Y2
Authority
JP
Japan
Prior art keywords
roller
bridge body
main jib
amount
bridge
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
Application number
JP3790187U
Other languages
Japanese (ja)
Other versions
JPS63176115U (en
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
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Priority to JP3790187U priority Critical patent/JPH042173Y2/ja
Publication of JPS63176115U publication Critical patent/JPS63176115U/ja
Application granted granted Critical
Publication of JPH042173Y2 publication Critical patent/JPH042173Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は架橋装置に有するメインジブローラの
挿入量検出機構に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a main jib roller insertion amount detection mechanism included in a crosslinking device.

[従来の技術] 以下、従来の架橋装置について図面を参照して
説明する。第8図は橋体1の撤収途中状態であつ
て、架設車2に有するメインジブ3で橋体1が支
持されている状態を示している。第9図は第8図
のメインジブ3と橋体1の支持部を拡大して示す
側面図、第10図は第9図のX−X線に沿つて切
断し矢印方向に見た断面図、第11図は第10図
のX1−X1方向に見た図、第12図〜第15図
は従来の架橋装置の動作状態を説明するためであ
り、第12図は橋体1と架設車2が水平同一平面
にある状態を示す図、第13図は橋体1が架設車
2よりも低く前方ローラ列挿入量が少ない状態を
示す図、第14図は前下がりの橋体1で前方ロー
ラ列挿入量が大きい状態を示す図、第15図は前
上がりの橋体1で前方ローラ列の挿入量が小さい
状態を示す図、第16図〜第18図はいずれもメ
インジブと前方ローラ列の関係を示すものであ
り、第16図はメインジブ上げ後前方ローラ挿入
量が適切な場合を示す図、第17図はメインジブ
上げ後前方ローラ挿入量が不足な場合を示す図、
第18図はメインジブ上げ後前方ローラ挿入量が
過大な場合を示す図である。
[Prior Art] A conventional crosslinking device will be described below with reference to the drawings. FIG. 8 shows a state in which the bridge body 1 is in the middle of being withdrawn and is supported by the main jib 3 of the construction vehicle 2. 9 is an enlarged side view showing the main jib 3 and the supporting part of the bridge body 1 in FIG. 8, FIG. 10 is a sectional view taken along the line X-X in FIG. 9 and seen in the direction of the arrow, FIG. 11 is a view seen in the X1-X1 direction of FIG. 10, FIGS. 12 to 15 are for explaining the operating state of a conventional bridge construction device, and FIG. Fig. 13 shows a state in which the bridge body 1 is lower than the construction vehicle 2 and the amount of insertion of the front roller row is small, and Fig. 14 shows a state in which the bridge body 1 is lowered forward and the front roller row is Figure 15 shows a state where the row insertion amount is large, Figure 15 shows a state where the front roller row insertion amount is small with the bridge body 1 rising forward, and Figures 16 to 18 all show the main jib and front roller row insertion. 16 is a diagram showing a case where the amount of insertion of the front roller is appropriate after raising the main jib, and FIG. 17 is a diagram showing a case where the amount of insertion of the front roller is insufficient after raising the main jib.
FIG. 18 is a diagram showing a case where the amount of insertion of the front roller after raising the main jib is excessive.

図から明らかなように、メインジブ3にこの前
後および左右に合計4組のローラ列を有し、一方
橋体1には上記ローラ列4が挿入可能なローラガ
イド溝5が形成されている。
As is clear from the figure, the main jib 3 has a total of four sets of roller rows on its front, rear, left and right sides, while the bridge body 1 is formed with a roller guide groove 5 into which the roller rows 4 can be inserted.

このような構成の架設装置において、橋体1の
撤収時は架設車2の移動により前方のローラ列4
を橋体1のローラガイド溝5に挿入し、適切な挿
入位置になると、メインジブ3を上方に上げ、前
方および後方のローラ列4により橋体1を支持す
る。
In the erection device having such a configuration, when the bridge body 1 is withdrawn, the front roller row 4 is moved by the movement of the erection vehicle 2.
is inserted into the roller guide groove 5 of the bridge body 1, and when the appropriate insertion position is reached, the main jib 3 is raised upward and the bridge body 1 is supported by the front and rear roller rows 4.

いま、第12図において、メインジブ3を上方
に上げるに従い、前方のローラ列4はメインジブ
3の支点を中心として旋回上昇し、橋体1は対岸
接地部を支点とし旋回上昇する。橋体1とメイン
ジブ3が上昇するにつれて前方のローラ列4は橋
体1に対しさらに挿入され、後方のローラ列4を
支持する時点すなわち10でローラ列4をロ
ーラガイド溝5に挿入動作を停止させる。
Now, as shown in FIG. 12, as the main jib 3 is raised upward, the front roller row 4 pivots upwards about the fulcrum of the main jib 3, and the bridge body 1 pivots upwards about the opposite shore ground contact point. As the bridge body 1 and main jib 3 rise, the front roller row 4 is further inserted into the bridge body 1, and when the rear roller row 4 is supported, that is, 1 < 0 , the roller row 4 is inserted into the roller guide groove 5. to stop.

さらに、橋体1と架設車2の位置関係が第13
図から第15図のように違う場合は、当初の前方
のローラ列4の挿入量は234のように
それぞれ変える必要がある。
Furthermore, the positional relationship between the bridge body 1 and the construction vehicle 2 is 13th.
If there is a difference as shown in FIG. 15, the initial insertion amount of the front roller row 4 must be changed by 2 , 3 , or 4, respectively.

従来は、これらを操作員および誘導員の目分量
で架設車2を前進又は後退させていて、メインジ
ブ3を上げて初めて、当初の挿入量が第17図お
よび第18図のように不適切であることが判明
し、各部の損傷の虞れや、やり直し操作を行なう
必要がある。
Conventionally, the construction vehicle 2 was moved forward or backward according to the visual distance of the operator and guide, and it was not until the main jib 3 was raised that the initial insertion amount was inappropriate as shown in Figures 17 and 18. If it turns out that something is wrong, there is a risk of damage to various parts or the need to redo the operation.

[考案が解決しようとする問題点] 上記のように橋体の撤収時に、メインジブ3の
前方のローラ列4を橋体1のガイド溝5に挿入す
る場合、 (1) 架設車2と橋体1の相互位置が変化すると、
必要なローラ列4の挿入量が変わる。
[Problems to be solved by the invention] When the front roller row 4 of the main jib 3 is inserted into the guide groove 5 of the bridge body 1 when the bridge body is withdrawn as described above, (1) The construction vehicle 2 and the bridge body When the mutual position of 1 changes,
The required insertion amount of the roller row 4 changes.

(2) メインジブ3を上げ、前方のローラ列4およ
び後方のローラ列4の両方で橋体1を支持でき
るまで、当初の挿入量が最適かどうかわからな
い。
(2) It is not known whether the initial insertion amount is optimal until the main jib 3 is raised and the bridge body 1 can be supported by both the front roller row 4 and the rear roller row 4.

(3) 操作員のみでなく、誘導員が必要である。(3) Not only an operator but also a guide is required.

そこで、本考案は橋体撤収時架設車と橋体の
相互関係位置が変化しても、操作員は容易に前
方のローラ列の挿入量が適切かどうかがわか
り、橋体の撤収が安全かつ迅速確実なる架橋装
置メインジブローラ挿入量検出機構を提供する
ことを目的とする。
Therefore, with this invention, even if the relative position between the construction vehicle and the bridge body changes when the bridge body is removed, the operator can easily know whether the amount of insertion of the front roller row is appropriate, and the bridge body can be removed safely and easily. It is an object of the present invention to provide a mechanism for quickly and reliably detecting the amount of insertion of a main jib roller in a crosslinking device.

[問題点を解決するための手段] 本考案は上記目的を達成するため、陸上を走行
可能な架設車に装着された橋体の架設撤収用メイ
ンジブにローラが配設され、前記橋体に前記ロー
ラをガイドするローラガイド溝を有する架橋装置
において、前記橋体と前記メインジブの揺動角度
を検出する揺動角度検出器と、前記ローラと前記
橋体の関係位置を検出する橋体位置検出器と、予
め揺動角に対する橋体の架設撤収時におけるロー
ラガイド溝に対するローラ最適挿入量を記憶させ
ておき、前記橋体位置検出器と前記揺動角度検出
器の検出値を入力し、そのときのローラ挿入量を
求め、これと前記ローラ最適挿入量とを比較し、
両者の誤差を求める演算器と、この演算器の演算
結果を表示する表示器とを備えたものである。
[Means for Solving the Problems] In order to achieve the above-mentioned object, the present invention includes a roller provided on a main jib for erection and removal of a bridge body mounted on an erection vehicle capable of traveling on land, and a roller is provided on the main jib for erection and removal of a bridge body, In a crosslinking device having a roller guide groove for guiding a roller, a swing angle detector detects a swing angle between the bridge body and the main jib, and a bridge body position detector detects a relative position between the roller and the bridge body. Then, the optimum amount of roller insertion into the roller guide groove at the time of erection and removal of the bridge body with respect to the swing angle is memorized in advance, and the detection values of the bridge body position detector and the swing angle detector are inputted. Find the amount of roller insertion, compare this with the optimum amount of roller insertion,
It is equipped with an arithmetic unit that calculates the error between the two, and a display that displays the calculation results of this arithmetic unit.

[作用] 上記のように構成することにより、操作員が当
初のローラ挿入の最適位置を表示器により知るこ
とができ、従つて誘導員なしで、橋体の撤収が確
実、迅速に行なえる。
[Function] By configuring as described above, the operator can know the optimum position for initial roller insertion from the display, and therefore, the bridge body can be reliably and quickly withdrawn without the need for guides.

[実施例] 以下、本考案について図面を参照して説明す
る。第1図はその一実施例のメインジブ3の部分
断面図であり、前方のローラ列4の揺腕6のメイ
ンジブ3に対して揺動角度検出器(揺腕角度検出
器)9を設け、ローラ列4に非接触形橋体検出器
8を設け、この橋体検出器8のケーブル14はリ
ール15に巻回されている。このリール15は揺
腕6が揺動してもケーブル14の損傷を防ぐもの
である。
[Example] The present invention will be described below with reference to the drawings. FIG. 1 is a partial sectional view of the main jib 3 of one embodiment, in which a swing angle detector (rock arm angle detector) 9 is provided for the main jib 3 of the swing arm 6 of the front roller row 4, and the roller A non-contact type bridge detector 8 is provided in the row 4, and the cable 14 of this bridge detector 8 is wound around a reel 15. This reel 15 prevents damage to the cable 14 even if the swinging arm 6 swings.

第2図は第1図の橋体1のローラガイド溝5に
複数の被検出体11例えば磁性体を等間隔に設
け、ローラ4に橋体位置検出器8を設けた状態を
示す図であり、第3図は橋体1と被検出体11の
関係を示す図であり、この図から明らかなように
橋体位置検出器8と被検出体11は左右に設け
て、橋体1が左右いずれかにずれた場合でも正し
く検出できるようになつている。
FIG. 2 is a diagram showing a state in which a plurality of objects to be detected 11, for example, magnetic materials, are provided at equal intervals in the roller guide groove 5 of the bridge body 1 of FIG. 1, and a bridge body position detector 8 is provided on the roller 4. , FIG. 3 is a diagram showing the relationship between the bridge body 1 and the detected object 11. As is clear from this figure, the bridge body position detector 8 and the detected object 11 are provided on the left and right, and the bridge body 1 is located on the left and right. Even if there is a deviation in either direction, it can be detected correctly.

第4図は橋体1とメインジブ3の揺腕6の揺腕
角度θが大きい場合(第13図および第15図に
対応する)を示しており、この場合当初の架設車
2の前進による前方のローラ列4の挿入量が少
なく、メインジブ3上げによる前方のローラ列4
のスライド量S2が多くなる。
Fig. 4 shows a case where the swing arm angle θ of the swing arm 6 of the bridge body 1 and the main jib 3 is large (corresponding to Figs. 13 and 15). The insertion amount of roller row 4 is small, and the front roller row 4 is removed by raising the main jib 3.
The sliding amount S2 increases.

第5図は橋体1とメインジブ3の揺腕6の揺動
角度θ′が小さい場合(第14図に対応する)を示
しており、この場合当初の架設車2の前進による
前方のローラ列4の挿入量が大きく、メインジ
ブ3上げによる前方のローラ列4のスライド量
S2′が少なくなる。この揺動角度θとローラ挿入
量との関係を第7図に示している。同図に示す
ように揺腕角度θが変化すると、ローラ列4の挿
入量も変化するが、この処理は位置誤差演算器
12により行われる。
FIG. 5 shows a case where the swing angle θ' of the swing arm 6 of the bridge body 1 and the main jib 3 is small (corresponding to FIG. 14). 4 has a large insertion amount, and the sliding amount of the front roller row 4 when the main jib 3 is raised is large.
S 2 ′ decreases. The relationship between this swing angle θ and the roller insertion amount is shown in FIG. As shown in the figure, when the swinging arm angle θ changes, the insertion amount of the roller row 4 also changes, and this process is performed by the position error calculator 12.

このことは、当初のローラ列4の挿入量は揺
動角度θの値により一義的に決まることを意味
し、ローラ列4の挿入量の現在位置を知ること
ができれば、あとどれだけ架設車2を前進又は後
退すれば良いかがわかる。
This means that the initial insertion amount of the roller row 4 is uniquely determined by the value of the swing angle θ. You will know whether to move forward or backward.

このようなことから本考案は上記したように橋
体位置検出器8と揺動角度検出器9を設け、第6
図に示すように上記両検出器8,9の検出値を、
位置誤差演算器12に入力し、ここで信号処理し
てローラ列4の挿入量が適切かどうかまた修正
量はいくらかなどを演算をさせ、この位置誤差演
算器12の演算結果を表示器13に表示させるよ
うにしてある。上記橋体位置検出器8は被検出体
11の数を計数することにより橋体1の位置を検
出することができる。
For this reason, the present invention provides the bridge body position detector 8 and the swing angle detector 9 as described above, and the sixth
As shown in the figure, the detection values of both the detectors 8 and 9 are
The input signal is input to the position error calculator 12, where the signal is processed to calculate whether the insertion amount of the roller row 4 is appropriate and the amount of correction, etc., and the calculation result of the position error calculator 12 is displayed on the display 13. It is set to be displayed. The bridge body position detector 8 can detect the position of the bridge body 1 by counting the number of detected objects 11.

このように構成されているので、最終的に、前
方のローラ列4と後方のローラ列4の両方が橋体
1を支持する最適位置がわかつているので、第6
図の位置誤差演算器12において、そのときのロ
ーラ列4の挿入量から、橋体1と揺腕6の揺腕
角度θをパラメータとして、当初の挿入量が逆
算され、表示器13で操作員に対し架設車2の前
後位置が最適位置かどうかが表示される。
With this configuration, the optimal position where both the front roller row 4 and the rear roller row 4 support the bridge body 1 is finally known, so the sixth
In the position error calculator 12 shown in the figure, the initial insertion amount is calculated backward from the insertion amount of the roller row 4 at that time using the swing arm angle θ between the bridge body 1 and the swing arm 6 as a parameter, and the operator On the other hand, it is displayed whether the front and rear positions of the construction vehicle 2 are the optimal positions.

このような事から操作員は、表示器13により
当初の前方のローラ列4の挿入の最適位置を知る
ことができ、従つて、誘導員なしで橋体1の撤収
が確実、迅速に行える。
For this reason, the operator can know from the display 13 the optimum position for initially inserting the front roller row 4, and therefore can reliably and quickly withdraw the bridge body 1 without the need for guides.

なお、第7図においてメインジブ上げ領域と
は、後方のローラ列4の橋体1支持に対してあら
かじめ与えた余裕量から生ずるものである。
Note that in FIG. 7, the main jib raising area is generated from the amount of allowance given in advance to the support of the bridge body 1 by the rear roller row 4.

[考案の効果] 以上述べた本考案によれば、陸上を走行可能な
架設車に装着された橋体の架設撤収用メインジブ
にローラが配設され、前記橋体に前記ローラをガ
イドするローラガイド溝を有する架設装置におい
て、前記橋体と前記メインジブの揺動角度を検出
する揺動角度検出器と、前記ローラと前記橋体の
関係位置を検出する橋体位置検出器と、予め揺動
角に対する橋体の架設撤収時におけるローラガイ
ド溝に対するローラ最適挿入量を記憶させてお
き、前記橋体位置検出器と前記揺動角度検出器の
検出値を入力し、そのときのローラ挿入量を求
め、これと前記ローラ最適挿入量とを比較し、両
者の誤差を求める演算器と、この演算器の演算結
果を表示する表示器とを備えているので、操作員
が当初のローラ挿入の最適位置を表示器により知
ることができ、従つて誘導員なしで、橋体の撤収
が確実、迅速に行なえる架橋装置メインジブロー
ラ挿入量検出機構を提供できる。
[Effects of the invention] According to the invention described above, a roller is disposed on the main jib for erection and removal of a bridge body mounted on an erection vehicle capable of traveling on land, and a roller guide for guiding the roller to the bridge body is provided. In an erection device having a groove, a swing angle detector detects a swing angle of the bridge body and the main jib, a bridge body position detector detects a relative position between the rollers and the bridge body, and a swing angle detector that detects a swing angle of the bridge body and the main jib; The optimum amount of roller insertion into the roller guide groove at the time of erection and removal of the bridge body is memorized, and the detected values of the bridge body position detector and the swing angle detector are inputted, and the roller insertion amount at that time is determined. It is equipped with a calculator that compares this with the optimum roller insertion amount and calculates the error between the two, and a display that displays the calculation results of this calculator, so that the operator can determine the initial optimum roller insertion position. It is possible to provide a mechanism for detecting the amount of insertion of the main jib roller of the crosslinking device, which can be known from the display and can therefore reliably and quickly withdraw the bridge body without the need for guides.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の一実施例におけるメインジブ
の部分断面図、第2図は第1図の橋体のローラガ
イド溝を拡大して示す図、第3図は橋体と被検出
体の関係を示す図、第4図および第5図はそれぞ
れ本考案の一実施例の作用を説明するための図、
第6図は本考案の一実施例の制御回路を示すブロ
ツク図、第7図は第1図の実施例の揺腕角度とロ
ーラ挿入量との関係を示す図、第8図および第9
図は従来の架橋装置の一例を説明するための図、
第10および第11図は第8図のローラとローカ
ガイド溝の関係およびメインジブとローラの関係
を示す図、第12図〜第18図はいずれも従来の
架橋装置の問題点を説明するための図である。 1……橋体、2……架設車、3……メインジ
ブ、4……ローラ列、5……ローラガイド溝、6
……揺腕、8……橋体位置検出器、9……揺動角
度検出器、11……被検出体。
Fig. 1 is a partial sectional view of the main jib in an embodiment of the present invention, Fig. 2 is an enlarged view of the roller guide groove of the bridge body in Fig. 1, and Fig. 3 is the relationship between the bridge body and the detected object. FIG. 4 and FIG. 5 are diagrams for explaining the operation of an embodiment of the present invention, respectively.
FIG. 6 is a block diagram showing a control circuit of an embodiment of the present invention, FIG. 7 is a diagram showing the relationship between the rocking arm angle and the roller insertion amount in the embodiment of FIG. 1, and FIGS.
The figure is a diagram for explaining an example of a conventional crosslinking device.
Figures 10 and 11 are diagrams showing the relationship between the roller and the loker guide groove in Figure 8 and the relationship between the main jib and the roller, and Figures 12 to 18 are diagrams for explaining the problems of the conventional crosslinking device. It is a diagram. 1...Bridge body, 2...Erection vehicle, 3...Main jib, 4...Roller row, 5...Roller guide groove, 6
... Rocking arm, 8 ... Bridge body position detector, 9 ... Rocking angle detector, 11 ... Object to be detected.

Claims (1)

【実用新案登録請求の範囲】 陸上を走行可能な架設車に装着された橋体の架
設撤収用メインジブにローラが配設され、前記橋
体に前記ローラをガイドするローラガイド溝を有
する架橋装置において、 前記橋体と前記メイン
ジブの揺動角度を検出する揺動角度検出器と、 前記ローラと前記橋体の関係位置を検出する橋
体位置検出器と、 予め揺動角に対する橋体の架設撤収時における
ローラガイド溝に対するローラ最適挿入量を記憶
させておき、前記橋体位置検出器と前記揺動角度
検出器の検出値を入力し、そのときのローラ挿入
量を求め、これと前記ローラ最適挿入量とを比較
し、両者の誤差を求める演算器と、 この演算器の演算結果を表示する表示器と、 を備えた架橋装置メインジブローラ挿入量検出機
構。
[Claim for Utility Model Registration] A bridge construction device in which a roller is disposed on a main jib for erection and removal of a bridge body mounted on an erection vehicle capable of traveling on land, and the bridge body has a roller guide groove for guiding the roller. , a swing angle detector that detects the swing angle of the bridge body and the main jib; a bridge position detector that detects the relative position of the rollers and the bridge body; The optimum amount of roller insertion into the roller guide groove at that time is memorized, the detection values of the bridge body position detector and the swing angle detector are input, the roller insertion amount at that time is determined, and this and the roller optimum amount are input. A crosslinking equipment main jib roller insertion amount detection mechanism, comprising: a calculation unit that compares the insertion amount and determines the error between the two; and a display that displays the calculation result of the calculation unit.
JP3790187U 1987-03-17 1987-03-17 Expired JPH042173Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3790187U JPH042173Y2 (en) 1987-03-17 1987-03-17

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3790187U JPH042173Y2 (en) 1987-03-17 1987-03-17

Publications (2)

Publication Number Publication Date
JPS63176115U JPS63176115U (en) 1988-11-15
JPH042173Y2 true JPH042173Y2 (en) 1992-01-24

Family

ID=30849642

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3790187U Expired JPH042173Y2 (en) 1987-03-17 1987-03-17

Country Status (1)

Country Link
JP (1) JPH042173Y2 (en)

Also Published As

Publication number Publication date
JPS63176115U (en) 1988-11-15

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