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JPS6111359B2 - - Google Patents
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JPS6111359B2 - - Google Patents

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Publication number
JPS6111359B2
JPS6111359B2 JP6995479A JP6995479A JPS6111359B2 JP S6111359 B2 JPS6111359 B2 JP S6111359B2 JP 6995479 A JP6995479 A JP 6995479A JP 6995479 A JP6995479 A JP 6995479A JP S6111359 B2 JPS6111359 B2 JP S6111359B2
Authority
JP
Japan
Prior art keywords
leg
load
paper machine
cantilever
double
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
JP6995479A
Other languages
Japanese (ja)
Other versions
JPS55163293A (en
Inventor
Kazuo Kunihisa
Kazuo Moryama
Katsuaki Suemune
Hironori Sakimoto
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP6995479A priority Critical patent/JPS55163293A/en
Publication of JPS55163293A publication Critical patent/JPS55163293A/en
Publication of JPS6111359B2 publication Critical patent/JPS6111359B2/ja
Granted legal-status Critical Current

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  • Paper (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

本発明は2重網式だけでなく、長網式の場合に
も有効な抄紙機に関するものである。 2重網式抄紙機とは、第2図に側面図を示す如
く、繊維の懸濁液を図示しないヘツドボツクスか
ら噴射して2重網1,2間に矢印3の如く流し、
均一な紙料を乱さないように脱水しながら移送成
形部4へ送る部分で、第1図に示す如く紙料整流
部5と移送成形部6が左右に配設されている従来
の長網抄紙機に比較して下記のような利点があ
る。 即ち、紙に表裏差が無く、坪量変動が少ない。
また高速で安定操業が出来ると共に、マシンスペ
ースが約半分ですむ等の優れた利点があるため、
従来の長網式を廃止して2重網式に改造したり、
或は2重網式を採用した抄紙機を新設する製紙メ
ーカーが増加して来ている。 しかし2重網式抄紙機は第2図に示す如く、第
1図に示す従来の長網式抄紙機と比較して長さ寸
法は約半分になるが、高さ寸法が大となり、かつ
機械本体を支える夫々の脚部の建屋(基礎)にか
かる荷重は、長網式に比較して大となる。 また2重網式抄紙機の網1,2は約1ケ月毎に
網換えを行なう必要があるが、この網はエンドレ
スであるため、網換えを行なう時は、第3図及び
第4図に示す機械の駆動側のE,F,G,H点を
結ぶ線を支点としたA,B,C,D点を保持し、
操作側のJ,K,L,M点を結ぶ線の1部の脚7
(第5図)を取去り、網換えを行なう必要があ
る。 ここで運転時及び網換え時の脚部の荷重の大き
さの1例を、第1表の如く荷重の数値例として示
す。 〓〓〓〓〓
The present invention relates to a paper machine that is effective not only for the double screen type but also for the Fourdrinier type. As shown in the side view of FIG. 2, the double-mesh paper machine is a paper machine in which a suspension of fibers is injected from a head box (not shown) and flows between the double-mesh screens 1 and 2 as shown by arrow 3.
A conventional fourdrinier paper machine in which a paper stock rectifying section 5 and a transfer forming section 6 are arranged on the left and right as shown in Fig. 1, which is the section where the uniform paper stock is dehydrated and sent to the transfer forming section 4 so as not to disturb it. It has the following advantages compared to other machines. That is, there is no difference between the front and back sides of the paper, and there is little variation in basis weight.
In addition, it has excellent advantages such as being able to operate stably at high speed and requiring approximately half the machine space.
We abolished the conventional Fourdrinier system and modified it to a double-mesh system,
In addition, an increasing number of paper manufacturers are installing new paper machines that employ the double-mesh type. However, as shown in Figure 2, the length of the double-mesh paper machine is approximately half that of the conventional Fourdrinier paper machine shown in Figure 1, but the height is larger, and the machine The load on the building (foundation) of each leg that supports the main body is greater than that of the fourdrinier type. Also, nets 1 and 2 of a double-mesh paper machine need to be replaced approximately every month, but since these nets are endless, when replacing the nets, please refer to Figures 3 and 4. Hold points A, B, C, and D with the line connecting points E, F, G, and H on the drive side of the machine shown as the fulcrum,
Leg 7 of a part of the line connecting points J, K, L, and M on the operating side
(Fig. 5) needs to be removed and remapped. Here, an example of the magnitude of the load on the legs during operation and rescreening is shown as a numerical example of the load as shown in Table 1. 〓〓〓〓〓

【表】 第3図〜第5図及び第1表から分る如く、従来
の機械は網換え時には機械は片持梁の状態で保持
され、A,B,C,D点では上向荷重、E,F,
G,H点では不向荷重、J,K,L,M点では無
荷重の状態となる。従つて2重網式を採用した抄
紙機を新設する場合は問題は少ないが、2重網式
抄紙機に改造する場合は、耐荷重増設をしなけれ
ばならないため、工期も長くなり、コスト高とな
る欠点があつた。 本発明は前記従来の欠点を解消するために提案
されたもので、ベースビームにかかる荷重が全て
下向きとなり、脚部の建屋(基礎)にかかる夫々
の荷重も小さくなり、長網式を廃止して2重網式
に改造するような場合に、耐荷重増設をする必要
はなく、従つて改造工期が短縮され、費用もそれ
だけ安くすることができる抄紙機を提供せんとす
るものである。 以下本発明の実施例を図面について説明する
と、第6図〜第8図に於いて8,9は操作側及び
駆動側のベースビームで、同ベースビーム8,9
の上部にはこれと直交し、駆動側から操作側に向
つてビーム10,11,12,13が取付けられ
ており、同ビームの駆動側の端部には座14,1
5が取付けられ、同座には2重網式抄紙機を支え
るカンチレバーボルト16が取付けられている。
17,18,19は上部フレームで、ビーム1
0,11,12,13の上に取付けられており、
同上部フレーム17,18,19の上には、抄紙
機を支える操作側脚20及び駆動側脚21が取付
けられている。また22,23,24,25はカ
ンチレバー、Xは機械重量、N,O,Q,Sは荷
重のかかる点である。 次に作用を説明すると、網換え時には操作側脚
20の1部20′を取り除くので、機械重量Xは
4個の駆動側脚21に圧縮荷重として働く。一方
その反力としてカンチレバーボルト16に引張荷
重が作用する。この引張荷重はビーム10,1
1,12,13、カンチレバー22,23,2
4,25、駆動側脚21、カンチレバーボルト1
6の中で相殺され、ベースビーム8,9に作用す
る荷重は変化しない。従つて建屋には何時の時点
でも引張荷重は作用しない。即ち、機械重量Xに
ビーム類を含めた重量分の荷重がベースビーム
8,9の下にある建屋(基礎)に圧縮荷重として
のみ作用する。 操作側脚20の1部20′を取り除いた場合、
Q,S点に作用している荷重は、カンチレバー2
2,23,24,25を介して駆動側脚21を中
心としてカンチレバーボルト16に第9図の如く
引張力Pとして作用する。この荷重はビーム1
0,11,12,13を介して駆動側脚21を中
心に、操作側のベースビーム8に圧縮荷重Wとし
て作用する。第9図はこれを簡略化して示したも
のである。 P=l/l・R W=l/l・P=l/l・l/l・R
∴W=R なを、第6図のN,O,Q,S点に於ける荷重
の数値例を例示すると第2表の通りである。
[Table] As can be seen from Figures 3 to 5 and Table 1, the conventional machine is held in a cantilever state during rescreening, and upward loads are applied at points A, B, C, and D. E,F,
At points G and H there is no undirected load, and at points J, K, L and M there is no load. Therefore, there are few problems when installing a new paper machine that uses a double-mesh type, but when converting to a double-mesh type paper machine, the load capacity must be increased, which lengthens the construction period and increases costs. There was a drawback. The present invention was proposed in order to eliminate the above-mentioned drawbacks of the conventional method.The load on the base beam is all directed downward, the load on each leg of the building (foundation) is also reduced, and the fourdrinier system is abolished. To provide a paper machine in which there is no need to increase the load capacity when a paper machine is modified to a double-mesh type, and therefore the modification period can be shortened and the cost can be reduced accordingly. Embodiments of the present invention will be described below with reference to the drawings. In FIGS. 6 to 8, reference numerals 8 and 9 are base beams on the operation side and drive side;
Beams 10, 11, 12, 13 are installed perpendicularly to the upper part of the beam from the drive side to the operation side, and seats 14, 1 are attached to the end of the drive side of the beam.
5 is attached, and a cantilever bolt 16 that supports the double mesh paper machine is attached to the same seat.
17, 18, 19 are upper frames, beam 1
It is installed on top of 0, 11, 12, 13,
On the upper frames 17, 18, 19, an operating leg 20 and a driving leg 21 that support the paper machine are attached. Further, 22, 23, 24, and 25 are cantilevers, X is the machine weight, and N, O, Q, and S are points on which loads are applied. Next, the operation will be explained. Since part 20' of the operation side leg 20 is removed during rescreening, the machine weight X acts as a compressive load on the four drive side legs 21. On the other hand, a tensile load acts on the cantilever bolt 16 as a reaction force. This tensile load is applied to the beam 10,1
1, 12, 13, cantilever 22, 23, 2
4, 25, drive side leg 21, cantilever bolt 1
6 and the loads acting on the base beams 8 and 9 do not change. Therefore, no tensile load acts on the building at any time. That is, a load equal to the machine weight X including the weight of the beams acts only as a compressive load on the building (foundation) below the base beams 8 and 9. When one part 20' of the operating leg 20 is removed,
The load acting on points Q and S is the cantilever 2
2, 23, 24, and 25, a tensile force P acts on the cantilever bolt 16 centering on the driving leg 21 as shown in FIG. This load is beam 1
0, 11, 12, and 13, a compressive load W acts on the operating side base beam 8 centering on the drive side leg 21. FIG. 9 shows this in a simplified manner. P=l 1 /l 2・R W=l 2 /l 1・P=l 2 /l 1・l 1 /l 2・R
∴W=R. Table 2 shows numerical examples of the loads at points N, O, Q, and S in FIG.

【表】 以上詳細に説明した如く本発明は構成されてい
るので、操作側及び駆動側に設けたベースビーム
にかかる荷重が、第2表に示す如く全て下向きと
なつて脚部の建屋(基礎)にかかる。また夫々の
荷重も第2表に示す如く、第1表に比べて総和で
〓〓〓〓〓
小さくなり、従来機で駆動側に集中していた荷重
が、駆動側と操作側の両方の広い範囲にわたつて
分散するため、建屋の設計が楽になり、地盤沈下
も少なくなる。 建屋は一般に圧縮荷重に強く、引張荷重に対し
て弱いが、本発明はカンチレバーボルトの下部
を、建屋上に設けたベースビームの上部にこれと
直交して駆動側から操作側に向つて取付けられた
ビームの、駆動側の端部に設けた座に固定するよ
うになつているので、前記カンチレバーボルトに
作用する引張力は、ビーム、カンチレバー、駆動
側脚、カンチレバーボルトの中で相殺され、引張
荷重として建屋には作用しない。従つて建屋の設
計が楽になり、建屋建設の工期が短縮でき、それ
だけ費用も安価となる。なお、以上の説明は2重
網式に改造する場合を主体に記載したが、本発明
は改造の場合だけでなく、新設する場合にも有効
であり、また2重網式の場合だけでなく、長網式
の場合にも有効である。
[Table] Since the present invention is configured as explained in detail above, the loads applied to the base beams provided on the operation side and the drive side are all directed downwards as shown in Table 2, and the load on the base beams on the leg parts (foundation ). Also, as shown in Table 2, each load is smaller in total than in Table 1.
It is smaller, and the load that was concentrated on the drive side in conventional machines is distributed over a wide range on both the drive and operation sides, making building design easier and reducing ground subsidence. Buildings are generally strong against compressive loads and weak against tensile loads, but in the present invention, the lower part of the cantilever bolt is installed perpendicularly to the upper part of the base beam provided on the building roof, from the driving side to the operating side. The tensile force acting on the cantilever bolt is canceled out among the beam, the cantilever, the driving leg, and the cantilever bolt, and the tensile force is It does not act on the building as a load. Therefore, the design of the building becomes easier, the construction period of the building can be shortened, and the cost is reduced accordingly. Although the above explanation has mainly been given for the case of remodeling to a double net type, the present invention is effective not only in the case of remodeling but also in the case of new installation, and is applicable not only to the case of double net type. , is also effective in the case of Fourdrinier method.

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

第1図は従来の長網式抄紙機の側面図、第2図
は従来の2重網式抄紙機の側面図、第3図は第2
図の場合のベースフレームに対する荷重のかかる
部分を説明する平面図、第4図は同正面図、第5
図は同側面図、第6図は本発明の実施例を示す抄
紙機に於ける第7図のY〜Y矢視図、第7図は同
正面図、第8図は同側面図、第9図は第7図を簡
略に示した説明図である。 図の主要部分の説明、8,9……ベースビー
ム、10,11,12,13……ビーム、14,
15……座、16……カンチレバーボルト、1
7,18,19……上部フレーム、20……操作
側脚、21……駆動側脚、22,23,24,2
5……カンチレバー。 〓〓〓〓〓
Fig. 1 is a side view of a conventional fourdrinier paper machine, Fig. 2 is a side view of a conventional double-mesh paper machine, and Fig. 3 is a side view of a conventional fourdrinier paper machine.
A plan view illustrating the load-bearing portion of the base frame in the case shown in Figure 4, a front view of the same, and Figure 5.
The figures are the same side view, FIG. 6 is a Y to Y arrow view of FIG. 7 in the paper machine showing the embodiment of the present invention, FIG. 7 is the same front view, and FIG. FIG. 9 is a simplified explanatory diagram of FIG. 7. Explanation of the main parts of the figure, 8, 9... Base beam, 10, 11, 12, 13... Beam, 14,
15... Seat, 16... Cantilever bolt, 1
7, 18, 19...Upper frame, 20...Operation side leg, 21...Drive side leg, 22, 23, 24, 2
5... Cantilever. 〓〓〓〓〓

Claims (1)

【特許請求の範囲】[Claims] 1 抄紙機のベースフレームを構成するカンチレ
バーを操作側脚と駆動側脚で支え、同カンチレバ
ーの駆動側を支えるカンチレバーボルトを取付
け、前記操作側脚の1部は網等の用具を入れる時
に取除くようにした抄紙機に於いて、建屋上の操
作側及び駆動側に設けたベースビーム、、同ベー
スビームの上部にこれと直交して駆動側から操作
側に向つて取付けられ、その駆動側の端部には前
記カンチレバーボルトの下部が固定される座が設
けられたビーム、及び同ビーム上に取付けられ前
記操作側脚及び駆動側脚を夫々支える上部フレー
ムを設けたことを特徴とする抄紙機。
1. Support the cantilever that constitutes the base frame of the paper machine with the operation side leg and the drive side leg, install the cantilever bolt that supports the drive side of the cantilever, and remove a part of the operation side leg when inserting equipment such as a net. In such a paper machine, a base beam is installed on the operating side and a driving side on the building. A paper machine comprising: a beam having a seat at an end thereof to which a lower portion of the cantilever bolt is fixed; and an upper frame attached to the beam to support the operating leg and the driving leg, respectively. .
JP6995479A 1979-06-06 1979-06-06 Paper making machine Granted JPS55163293A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6995479A JPS55163293A (en) 1979-06-06 1979-06-06 Paper making machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6995479A JPS55163293A (en) 1979-06-06 1979-06-06 Paper making machine

Publications (2)

Publication Number Publication Date
JPS55163293A JPS55163293A (en) 1980-12-19
JPS6111359B2 true JPS6111359B2 (en) 1986-04-02

Family

ID=13417547

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6995479A Granted JPS55163293A (en) 1979-06-06 1979-06-06 Paper making machine

Country Status (1)

Country Link
JP (1) JPS55163293A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02107350U (en) * 1989-02-13 1990-08-27

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02107350U (en) * 1989-02-13 1990-08-27

Also Published As

Publication number Publication date
JPS55163293A (en) 1980-12-19

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