JP2008273410A - Cab structure and construction machine with it - Google Patents

Cab structure and construction machine with it Download PDF

Info

Publication number
JP2008273410A
JP2008273410A JP2007120093A JP2007120093A JP2008273410A JP 2008273410 A JP2008273410 A JP 2008273410A JP 2007120093 A JP2007120093 A JP 2007120093A JP 2007120093 A JP2007120093 A JP 2007120093A JP 2008273410 A JP2008273410 A JP 2008273410A
Authority
JP
Japan
Prior art keywords
cab
members
column
cab structure
structure according
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.)
Pending
Application number
JP2007120093A
Other languages
Japanese (ja)
Inventor
Shuji Miyasaka
修司 宮坂
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.)
Komatsu Ltd
Original Assignee
Komatsu 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 Komatsu Ltd filed Critical Komatsu Ltd
Priority to JP2007120093A priority Critical patent/JP2008273410A/en
Publication of JP2008273410A publication Critical patent/JP2008273410A/en
Pending legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide a cab structure capable of simplifying welding operations and checking steps of a welding part while securing sufficient cab rigidity, and a construction machine with it. <P>SOLUTION: A cab 20 is mounted in a bulldozer 10, and comprises a plurality of columns 23a-23d and a plurality of beam members 21b-21e jointed with each other. The columns and the beam members are jointed while forming a step part d displaced by a predetermined volume, and a patch 32 is adhered to include the step part d. The columns, the beam members and the patches 32 are jointed by forming a fillet welding part W at a jointed portion of each of members. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、ホイルローダやブルドーザ、油圧ショベル等の建設機械に搭載されるキャブ構造およびこれを備えた建設機械に関する。   The present invention relates to a cab structure mounted on a construction machine such as a wheel loader, a bulldozer, or a hydraulic excavator, and a construction machine including the cab structure.

近年、ホイルローダやブルドーザ、油圧ショベル等の建設機械には、角鋼管や異形鋼管等を組み合わせて構成されるキャブ(運転室)が搭載されている。
例えば、特許文献1には、六角錐台形状に形成された運転室において、最前面の左右の支柱を上部から中間部にかけて前傾させ、この中間部から底部にかけて順次拡大させた間隔で後傾させ、左右のドア側にオペレータのアイポイントによる拡大した前方視界域を形成したキャブ構造が開示されている。
In recent years, construction machines such as wheel loaders, bulldozers, and hydraulic excavators are equipped with cabs (operating rooms) configured by combining square steel pipes, deformed steel pipes, and the like.
For example, in Patent Document 1, in the operator cab formed in a hexagonal frustum shape, the left and right props on the forefront are tilted forward from the top to the middle, and tilted backward at an interval that is sequentially enlarged from the middle to the bottom. Thus, a cab structure is disclosed in which enlarged front viewing areas are formed on the left and right door sides by operator eyepoints.

このキャブ構造では、前方作業機であるブレード方向の視界が支柱によって遮られることを回避して、ブレード両端の視界性を向上させている。
特開平5−106240号公報(平成5年4月27日公開)
In this cab structure, the visibility in the blade direction, which is the front working machine, is prevented from being blocked by the support pillars, and the visibility at both ends of the blade is improved.
Japanese Patent Laid-Open No. 5-106240 (published on April 27, 1993)

しかしながら、上記従来のキャブ構造では、以下に示すような問題点を有している。
すなわち、上記公報に開示されたキャブ構造では、キャブの剛性を十分に確保するために、略同一の断面を有する複数の柱部材と梁部材とを接合してキャブを構成した場合には、柱部材と梁部材とを接合する部分をフレア溶接や開先溶接を用いて接合すると溶接部分の強度が十分確保できない、溶接作業や溶接部分の検査工程が複雑化する等の問題が発生するおそれがある。
However, the conventional cab structure has the following problems.
That is, in the cab structure disclosed in the above publication, in order to sufficiently secure the cab rigidity, when a cab is configured by joining a plurality of column members having substantially the same cross section and a beam member, If the part that joins the member and the beam member is joined using flare welding or groove welding, the strength of the welded part cannot be secured sufficiently, and the welding process and the inspection process of the welded part may be complicated. is there.

本発明の課題は、キャブ剛性を十分に確保しつつ、溶接作業や溶接部分の検査工程の簡略化を図ることが可能なキャブ構造およびこれを備えた建設機械を提供することにある。   An object of the present invention is to provide a cab structure capable of simplifying a welding operation and an inspection process of a welded part and a construction machine including the cab structure while sufficiently securing a cab rigidity.

第1の発明に係るキャブ構造は、複数の柱部材と梁部材とを接合して構成される建設機械のキャブ構造であって、複数の柱部材と、複数の梁部材と、接合部材と、隅肉溶接部と、を備えている。複数の柱部材は、略鉛直方向に沿って配置されている。複数の梁部材は、柱部材に対して所定量ずらして当接されて複数の柱部材の上端部付近同士を連結する。接合部材は、少なくともいずれか一方が中空のパイプ材である柱部材と梁部材とがずれて接合された部分に形成される段差部を含むように柱部材と梁部材とに渡って貼り付けられる。隅肉溶接部は、接合部材と柱部材、および接合部材と柱部材および梁部材との間で接合のために形成される。   A cab structure according to a first invention is a cab structure of a construction machine configured by joining a plurality of column members and beam members, and includes a plurality of column members, a plurality of beam members, a joining member, A fillet weld. The plurality of column members are arranged along a substantially vertical direction. The plurality of beam members are brought into contact with the column member while being shifted by a predetermined amount to connect the vicinity of the upper end portions of the plurality of column members. The joining member is affixed across the column member and the beam member so as to include a step portion formed at a portion where the column member and the beam member, each of which is a hollow pipe material, are displaced and joined. . The fillet weld is formed for joining between the joining member and the column member, and between the joining member, the column member, and the beam member.

ここでは、複数の柱部材と梁部材とを組み合わせて構成されるキャブ構造において、少なくとも一方が中空のパイプ材である柱部材と梁部材とをずらして接合させ、かつずらした接合部分の段差部を含むように柱部材と梁部材とに接合部材を貼り付ける。そして、この接合部材と柱部材および梁部材とが交差する面に隅肉溶接を行う。   Here, in a cab structure configured by combining a plurality of pillar members and beam members, at least one of the pillar members and the beam member, which is a hollow pipe material, is joined while being shifted, and the stepped portion of the shifted joint portion Bonding members are affixed to the column members and the beam members so as to include Then, fillet welding is performed on a surface where the joining member intersects with the column member and the beam member.

これにより、柱部材と梁部材とを敢えてずらして接合し、この接合部分の段差を含むようにパッチ等の接合部材を貼り付けることで、接合部材および柱部材、梁部材との間において隅肉溶接部を形成することができる。この結果、柱部材と梁部材との接合部分の溶接に隅肉溶接を用いることができるため、フレア溶接や開先溶接等の他の溶接方法を採用した場合と比較して、接合部分の強度を確保しつつ、溶接ロボット等の溶接作業の簡素化、溶接部分の検査工程の簡略化を図ることができる。   Accordingly, the column member and the beam member are deliberately shifted and joined, and a joining member such as a patch is pasted so as to include a step of the joining portion, so that the fillet between the joining member, the column member, and the beam member is obtained. A weld can be formed. As a result, fillet welding can be used to weld the joint between the column member and the beam member, so the strength of the joint is higher than when other welding methods such as flare welding or groove welding are employed. It is possible to simplify the welding operation of the welding robot and the like and to simplify the inspection process of the welded portion while ensuring the above.

第2の発明に係るキャブ構造は、第1の発明に係るキャブ構造であって、柱部材と梁部材とは、略同一の断面形状を有している。
ここでは、互いに接合される柱部材と梁部材とを、略同一断面を有するものによって構成している。
The cab structure according to the second invention is the cab structure according to the first invention, wherein the column member and the beam member have substantially the same cross-sectional shape.
Here, the column member and the beam member to be joined to each other are constituted by members having substantially the same cross section.

これにより、略同一の断面を有する柱部材および梁部材は、ほぼ同一の強度を有することになるため、例えば、ROPS(Roll-Over Protective Structure)構造を構成する際には、全体として均一な強度を有するキャブを構成することができる。   As a result, the column member and the beam member having substantially the same cross section have substantially the same strength. For example, when a ROPS (Roll-Over Protective Structure) structure is configured, the strength is uniform as a whole. A cab having can be configured.

そして、このような略同一の断面形状を有する柱部材と梁部材とを用いてキャブを構成した場合でも、接合部分においては敢えてずらして接合することで、隅肉溶接用の閉断面を容易に形成することができる。この結果、略同一の断面形状によってキャブの剛性を十分に確保しつつ、隅肉溶接によって溶接部分の強度を十分に確保して、キャブの剛性を向上させることができる。   And even when a cab is configured using a column member and a beam member having such substantially the same cross-sectional shape, the closed section for fillet welding can be easily formed by deliberately joining at the joint portion. Can be formed. As a result, the rigidity of the cab can be improved by securing the strength of the welded portion by fillet welding while sufficiently securing the rigidity of the cab with substantially the same cross-sectional shape.

第3の発明に係るキャブ構造は、第1または第2の発明に係るキャブ構造であって、梁部材は、柱部材の側面に対して両端部を当接させた状態で接合される。
ここでは、柱部材と梁部材とを接合する部分において、梁部材の端部を柱部材の側面に対して当接させるようにしてキャブを構成する。
A cab structure according to a third aspect is the cab structure according to the first or second aspect, wherein the beam member is joined in a state where both end portions are in contact with the side surface of the column member.
Here, the cab is configured so that the end of the beam member is brought into contact with the side surface of the column member at a portion where the column member and the beam member are joined.

これにより、例えば、梁部材を組んで天井部材や床部材を構成した後、柱部材をキャブの側方からはめ込むようにしてキャブを構成することができる。この結果、柱部材と梁部材との接合部分の溶接を、キャブの外周側から実施することができるため、組立工程を簡略化することができる。   Thereby, for example, after a beam member is assembled to form a ceiling member or a floor member, the cab can be configured such that the column member is fitted from the side of the cab. As a result, since the welding of the joint portion between the column member and the beam member can be performed from the outer peripheral side of the cab, the assembly process can be simplified.

第4の発明に係るキャブ構造は、第1から第3の発明のいずれか1つに係るキャブ構造であって、柱部材および梁部材の少なくとも一方は、略正方形の断面を有している。
ここでは、柱部材および梁部材の少なくとも一方について、略正方形断面を有する部材を用いている。
A cab structure according to a fourth invention is the cab structure according to any one of the first to third inventions, wherein at least one of the column member and the beam member has a substantially square cross section.
Here, a member having a substantially square cross section is used for at least one of the column member and the beam member.

これにより、キャブの柱部材として略正方形断面の部材を用いた場合には、キャブの前後方向、左右方向いずれの方向からの荷重にも剛性を有するキャブを構成することができる。この結果、部品の種類の削減とともに剛性の異方性を解消したキャブを提供することができる。   Thereby, when a member having a substantially square cross section is used as the column member of the cab, it is possible to configure a cab having rigidity with respect to a load from either the front-rear direction or the left-right direction of the cab. As a result, it is possible to provide a cab in which rigidity anisotropy is eliminated while reducing the types of components.

第5の発明に係るキャブ構造は、第1から第4の発明のいずれか1つに係るキャブ構造であって、接合部材が貼り付けられた段差部は、柱部材または梁部材の中空の端面が露出する面を有する。
これにより、中空の端面が露出した位置に接合部材を貼り付けることで、接合部分に隅肉溶接部を形成することができる。
A cab structure according to a fifth invention is the cab structure according to any one of the first to fourth inventions, wherein the stepped portion to which the joining member is attached is a hollow end surface of the column member or the beam member. Has an exposed surface.
Thereby, a fillet weld part can be formed in a joined part by sticking a joining member on a position where a hollow end face is exposed.

第6の発明に係るキャブ構造は、第1から第5の発明のいずれか1つに係るキャブ構造であって、複数の柱部材は、梁部材に対して垂直に接合されている。
ここでは、複数の柱部材を、梁部材に対して略垂直に接合している。
A cab structure according to a sixth aspect is the cab structure according to any one of the first to fifth aspects, wherein the plurality of column members are joined perpendicularly to the beam member.
Here, the plurality of column members are joined substantially perpendicularly to the beam member.

これにより、キャブの上部ほど柱部材の間隔が小さくなる従来のキャブ構造と比較して、視覚的にキャブを大きく見せることができる。また、柱部材と梁部材との接合部分が略直角に統一されるため、接合部分に取り付けられる部品等を共通化してコストダウンを図ることができる。   Thereby, compared with the conventional cab structure where the space | interval of a pillar member becomes small as the upper part of a cab, a cab can be shown visually large. In addition, since the joint portion between the column member and the beam member is unified at a substantially right angle, it is possible to reduce the cost by sharing the components attached to the joint portion.

第7の発明に係るキャブ構造は、第1から第6の発明のいずれか1つに係るキャブ構造であって、複数の柱部材のうち、キャブの前側に配置された一対の柱部材は、他の梁部材よりも薄い板材によって形成された梁部材によって接合されている。
ここでは、前方左右に立設された柱部材の上部をつなぐ梁部材として、他の梁部材よりも薄肉の部材を用いている。
A cab structure according to a seventh invention is a cab structure according to any one of the first to sixth inventions, and a pair of column members arranged on the front side of the cab among the plurality of column members are: It is joined by a beam member formed of a plate material thinner than the other beam members.
Here, a member thinner than the other beam members is used as the beam member that connects the upper portions of the column members erected on the front left and right.

これにより、柱部材の上端部に側面を揃えるように梁部材を接合することで、天井面からの梁部材の突出量を抑えることができる。この結果、キャブに搭乗したオペレータの前方の頭上空間を容易に確保することができる。   Thereby, the protrusion amount of the beam member from a ceiling surface can be suppressed by joining a beam member so that a side surface may be aligned with the upper end part of a pillar member. As a result, an overhead space in front of the operator who has boarded the cab can be easily secured.

第8の発明に係るキャブ構造は、第7の発明に係るキャブ構造であって、板材は、中実の部材によって形成されている。
ここでは、上述した薄肉の梁部材については、中実の部材を用いてキャブを構成している。
これにより、他の梁部材よりも薄肉化したことによる強度低下を最小限とし、キャブの剛性低下を回避することができる。
A cab structure according to an eighth invention is the cab structure according to the seventh invention, wherein the plate member is formed of a solid member.
Here, for the thin beam member described above, a cab is formed using a solid member.
Thereby, it is possible to minimize a decrease in strength due to being thinner than the other beam members and to avoid a decrease in the rigidity of the cab.

第9の発明に係る建設機械は、第1から第8の発明のいずれか1つに係るキャブ構造を備えている。
ここでは、上述したキャブ構造を採用したキャブを搭載した建設機械を構成している。
これにより、上述したように、キャブ剛性を十分に確保しつつ、溶接作業や溶接部分の検査工程の簡略化を図ることが可能なキャブを構成することができる。
A construction machine according to a ninth aspect includes the cab structure according to any one of the first to eighth aspects.
Here, a construction machine equipped with a cab employing the above-described cab structure is configured.
As a result, as described above, it is possible to configure a cab capable of simplifying the welding operation and the inspection process of the welded portion while sufficiently securing the cab rigidity.

本発明に係るキャブ構造によれば、キャブ剛性を十分に確保しつつ、溶接作業や溶接部分の検査工程の簡略化を図ることができる。   According to the cab structure according to the present invention, it is possible to simplify the welding operation and the inspection process of the welded portion while sufficiently securing the cab rigidity.

本発明の一実施形態に係るキャブ構造を採用したキャブ20について、図1〜図9を用いて説明すれば以下の通りである。
[ブルドーザ10の構成]
本実施形態に係る建設機械のキャブ構造は、図1に示すように、ブルドーザ(建設機械)10に搭載されたキャブ20に対して適用されている。
A cab 20 employing a cab structure according to an embodiment of the present invention will be described as follows with reference to FIGS.
[Configuration of Bulldozer 10]
As shown in FIG. 1, the cab structure of a construction machine according to the present embodiment is applied to a cab 20 mounted on a bulldozer (construction machine) 10.

ブルドーザ10は、車体11と、車体11を支持しながら履帯を回転させて車体を走行させる走行装置14と、車体11の上部に搭載されたキャブ20と、を備えている。
車体11は、図示しないエンジンを収納するエンジンルーム12と、エンジンからの出力を駆動輪13に伝達するためのパワートレインと、を有している。そして、エンジンからの出力による駆動輪13の回転により、履帯が回転してブルドーザ10が走行する。
The bulldozer 10 includes a vehicle body 11, a traveling device 14 that rotates the crawler belt while supporting the vehicle body 11 and travels the vehicle body, and a cab 20 that is mounted on the upper portion of the vehicle body 11.
The vehicle body 11 includes an engine room 12 that houses an engine (not shown), and a power train that transmits output from the engine to the drive wheels 13. The crawler belt rotates and the bulldozer 10 travels by the rotation of the drive wheels 13 by the output from the engine.

キャブ20は、複数の鋼管と鋼板とを組み合わせて構成されるオペレータ用の運転室を形成しており、車体11の前後方向における中央部よりもやや後方に配置されている。なお、キャブ20の構成およびその組立方法については、後段にて詳述する。   The cab 20 forms a driver's cab configured by combining a plurality of steel pipes and steel plates, and is disposed slightly rearward of the center portion of the vehicle body 11 in the front-rear direction. The configuration of the cab 20 and the assembling method will be described in detail later.

[キャブ20の構造]
キャブ20は、天井部21、柱部23を含むように構成されている。
(天井部21の構成)
天井部21は、キャブ20の上部、つまり運転室の天井を形成する部材であって、図3に示すように、天井板材21a、4本の梁部材21b〜21e、および補強部材(リブ部材)31a、さらにパッチ(接合部材)32(図5参照)を含むように構成されている。
[Structure of cab 20]
The cab 20 is configured to include a ceiling portion 21 and a column portion 23.
(Configuration of the ceiling portion 21)
The ceiling portion 21 is a member that forms the upper portion of the cab 20, that is, the ceiling of the cab, and as shown in FIG. 3, the ceiling plate material 21a, the four beam members 21b to 21e, and the reinforcing member (rib member). 31a and the patch (joining member) 32 (refer FIG. 5) are comprised.

天井板材21aは、鋼板によって形成される略六角形の部材であって、この略六角形の四辺に沿って4本の梁部材21b〜21eが固定される。
4本の梁部材21b〜21eは、4本の柱23a〜23dの各側面に対して、両端部が当接した状態で接合されている。
The ceiling plate material 21a is a substantially hexagonal member formed of a steel plate, and four beam members 21b to 21e are fixed along the substantially hexagonal four sides.
The four beam members 21b to 21e are joined to the side surfaces of the four columns 23a to 23d in a state where both end portions are in contact with each other.

梁部材(板材)21dは、キャブ20の前側の梁として用いられており、他の梁部材21b,21c,21eとは異なり、上下方向に薄肉の略長方形の断面であって中実の板材によって構成されている。さらに、梁部材21dとこれに対向する梁部材21eとには、図4に示すように、鋼板を略直角に折り曲げて形成されたボルト受け部33が取り付けられている。これにより、ボルトを用いて天井板材21aと梁部材21d,21eとを容易に取り付けることができる。   The beam member (plate material) 21d is used as a beam on the front side of the cab 20, and unlike the other beam members 21b, 21c, and 21e, the beam member (plate material) 21d has a substantially rectangular cross section that is thin in the vertical direction and is a solid plate material. It is configured. Further, as shown in FIG. 4, a bolt receiving portion 33 formed by bending a steel plate at a substantially right angle is attached to the beam member 21d and the beam member 21e opposed thereto. Thereby, the ceiling board material 21a and the beam members 21d and 21e can be easily attached using a volt | bolt.

梁部材21b,21c,21eは、中空鋼管(パイプ材)によって形成される棒状部材であって、上述のように、略六角形の天井板材21aの四辺に沿って、梁部材21bと梁部材21c、そして梁部材21dと梁部材21eとが対辺になるように、それぞれ取り付けられている。また、3本の梁部材21b,21c,21eは、図4等に示すように、全て略正方形の断面形状を有する同一部材である。また、4本の梁部材21b〜21eによって形成される正方形の四隅(梁部材21b〜21e同士の交差部分)には、図4に示すように、それぞれ柱部23の断面形状である略正方形に合わせて形成された接合空間Xが形成される。換言すれば、各梁部材21b〜21eの端部が、接合空間Xに取り付けられる各柱部23の断面形状に合わせて配置されている。各梁部材21b〜21eの交差部分には、略三角形の板材である補強部材31aが配置されている。   The beam members 21b, 21c, and 21e are rod-shaped members formed by hollow steel pipes (pipe materials), and as described above, along the four sides of the substantially hexagonal ceiling plate material 21a, the beam members 21b and the beam members 21c. The beam member 21d and the beam member 21e are attached so as to be opposite sides. Further, the three beam members 21b, 21c, and 21e are the same member having a substantially square cross-sectional shape as shown in FIG. Also, at the four corners of the square formed by the four beam members 21b to 21e (intersections between the beam members 21b to 21e), as shown in FIG. A joint space X formed together is formed. In other words, the end portions of the beam members 21b to 21e are arranged in accordance with the cross-sectional shape of the column portions 23 attached to the joining space X. A reinforcing member 31a, which is a substantially triangular plate material, is disposed at the intersection of the beam members 21b to 21e.

補強部材31aは、所定の厚みを有する略三角形の板材であって、各梁部材21b〜21eと柱部23との交差部分に配置されている。このように、梁部材21b〜21eと柱部23との間を補強部材31aによってつなぐことにより、キャブ20の剛性を向上させることができる。   The reinforcing member 31 a is a substantially triangular plate member having a predetermined thickness, and is disposed at an intersection of each beam member 21 b to 21 e and the column part 23. In this way, the rigidity of the cab 20 can be improved by connecting the beam members 21b to 21e and the column portion 23 with the reinforcing member 31a.

パッチ32は、略楕円形状の薄肉の板材の中央部分を折り曲げるように加工されて、平面部32a,32aとその間の折り曲げ部32bとを含むように構成されている(図9(a)および図9(b)参照)。そして、後述する、互いにずらして接合された柱23a〜23dと梁部材21b,21c,21eとの段差部dを含むように配置され、柱23a〜23dと梁部材21b,21c,21eとを、後述する隅肉溶接によって接合する。   The patch 32 is processed so as to bend the central portion of the substantially elliptical thin plate material, and is configured to include flat portions 32a and 32a and a bent portion 32b therebetween (FIG. 9A and FIG. 9). 9 (b)). And it arrange | positions so that it may include the level | step-difference part d of the pillars 23a-23d and the beam members 21b, 21c, and 21e which were mutually offset and mentioned later, the pillars 23a-23d and the beam members 21b, 21c, and 21e are It joins by the fillet welding mentioned later.

(柱部23の構成)
柱部23は、図2および図5、図6に示すように、4本の柱(柱部材)23a〜23dを有している。そして、4本の柱23a〜23dは、梁部材21b,21c,21eと同一の略正方形の断面形状を有する中空のパイプ材であって、それぞれ天井部材21の四隅に形成された梁部材21b〜21e間の接合空間Xに対して、側方から取り付けられる。これにより、キャブ20の組立工程が簡素化され、かつキャブ20の外周部から溶接を行うことで溶接作業を効率よく実施することができる。
(Structure of the pillar part 23)
As shown in FIGS. 2, 5, and 6, the column portion 23 includes four columns (column members) 23 a to 23 d. The four pillars 23a to 23d are hollow pipe members having substantially the same square cross-sectional shape as the beam members 21b, 21c, and 21e, and are formed at the four corners of the ceiling member 21, respectively. It attaches from the side with respect to the joining space X between 21e. Thereby, the assembly process of the cab 20 is simplified, and the welding operation can be efficiently performed by performing welding from the outer peripheral portion of the cab 20.

また、柱23a〜23dは、梁部材21b〜21eに対して垂直に交差するように取り付けられる。これにより、各柱23a〜23dを略鉛直方向に沿って配置することができるため、キャブ20を視覚的に大きく見せることができる。また、柱23a〜23dと梁部材21b〜21eとが垂直に交差するように接合されているため、その交差部分に設置される補強部材31a,31bとして、略同一形状の部材を用いることができる。   Further, the columns 23a to 23d are attached so as to intersect perpendicularly to the beam members 21b to 21e. Thereby, since each pillar 23a-23d can be arrange | positioned along a substantially vertical direction, the cab 20 can be shown visually large. Moreover, since the pillars 23a to 23d and the beam members 21b to 21e are joined so as to intersect perpendicularly, members having substantially the same shape can be used as the reinforcing members 31a and 31b installed at the intersecting portions. .

また、各柱23a〜23dが取り付けられる天井部材21の接合空間X(図4参照)では、柱23a〜23dの略正方形の断面に合うように梁部材21b〜21eの端部が配置されている。これにより、柱23a〜23dを天井部21に対して側方から取り付けることができるとともに、柱23a〜23dを収まりのよい状態で接合部分に嵌め込むことができる。また、各柱23a〜23dが、各梁部材22b〜22eとほぼ同一の略正方形の断面を有していることで、前後方向、左右方向において剛性に偏りがないキャブ20を構成することができる。   In addition, in the joint space X (see FIG. 4) of the ceiling member 21 to which the pillars 23a to 23d are attached, the ends of the beam members 21b to 21e are arranged so as to match the substantially square cross section of the pillars 23a to 23d. . Accordingly, the columns 23a to 23d can be attached to the ceiling portion 21 from the side, and the columns 23a to 23d can be fitted into the joint portion in a well-fitted state. Further, since each of the pillars 23a to 23d has a substantially square cross section substantially the same as each of the beam members 22b to 22e, the cab 20 having no bias in rigidity in the front-rear direction and the left-right direction can be configured. .

<柱23a〜23dと梁部材21b〜21eとの接合>
本実施形態では、図5および図6に示すように、複数の柱23a〜23dと梁部材21b〜21eとの接合部分に、パッチ32を用いている。
ここでは、柱23dおよび梁部材21c,21eの接合部分を例として挙げて、柱23dと梁部材21c,21eとをずらして配置したこと、パッチ32を用いたことによる利点について図7〜図8(b)を用いて説明する。なお、他の柱23a,23b,23cと梁部材21b,21c,21eとの接合部分についても同様である。
<Join of pillars 23a-23d and beam members 21b-21e>
In the present embodiment, as shown in FIGS. 5 and 6, a patch 32 is used at a joint portion between the plurality of pillars 23 a to 23 d and the beam members 21 b to 21 e.
Here, taking as an example a joint portion between the pillar 23d and the beam members 21c and 21e, the advantage that the pillar 23d and the beam members 21c and 21e are shifted and the patch 32 is used is shown in FIGS. A description will be given using (b). The same applies to the joints between the other pillars 23a, 23b, 23c and the beam members 21b, 21c, 21e.

柱23dと梁部材21c,21eとは、図7および図8(a)、図8(b)に示すように、それぞれの接合部分において、所定量ずらした状態で接合され、接合部分に段差部dが形成されている。換言すれば、柱23dと梁部材21c,21eとは、上述したように、それぞれ同一の略正方形断面を有しているにもかかわらず、敢えてずらして接合することで、段差部dを形成している。より具体的には、梁部材21c,21eともに、図8(b)に示すように、柱23dに対してキャブ20の外周側へ所定量だけずらして接合されている。また、梁部材21c,21eと柱23dとの接合部では、梁部材21c,21eの中空部34が露出している。そして、このずらし接合によって形成された段差部d上には、それぞれパッチ32が中空部34を覆うように貼り付けられている。   As shown in FIGS. 7, 8 (a), and 8 (b), the column 23 d and the beam members 21 c and 21 e are joined in a state where they are shifted by a predetermined amount at each joint portion, and a step portion is formed at the joint portion. d is formed. In other words, the pillar 23d and the beam members 21c and 21e have the same substantially square cross section as described above, but are deliberately shifted to form the step portion d. ing. More specifically, as shown in FIG. 8B, the beam members 21c and 21e are joined to the column 23d while being shifted by a predetermined amount to the outer peripheral side of the cab 20. Moreover, the hollow part 34 of the beam members 21c and 21e is exposed in the junction part of the beam members 21c and 21e and the pillar 23d. And the patch 32 is affixed on the level | step-difference part d formed by this shift joining so that the hollow part 34 may be covered, respectively.

柱23dと梁部材21cとの接合部分においては、図7および図8(b)に示すように、接合部分に形成された段差dをまたぐようにして、パッチ32が柱23d側から段差部d、梁部材21c側に渡って隅肉溶接による溶接部(隅肉溶接部)Wが形成され、各部材23d,21c,21eを接合している。   As shown in FIG. 7 and FIG. 8B, at the joint portion between the pillar 23d and the beam member 21c, the patch 32 is stepped from the pillar 23d side so as to straddle the step d formed at the joint portion. A welded portion (fillet welded portion) W by fillet welding is formed over the beam member 21c side, and the members 23d, 21c, and 21e are joined.

一方、柱23dと梁部材21eとの接合部分においても同様に、図7および図8(b)に示すように、接合部分に形成された段差dをまたぐようにして、パッチ32が柱23d側から、段差部d、梁部材21e側に渡って隅肉溶接による溶接部Wが形成され、各部材23d,21c,21eを接合している。   On the other hand, similarly, as shown in FIG. 7 and FIG. 8 (b), the patch 32 is connected to the column 23d side so as to straddle the step d formed at the junction as shown in FIGS. Thus, a welded portion W by fillet welding is formed across the stepped portion d and the beam member 21e side, and the members 23d, 21c, and 21e are joined.

パッチ32は、図7に示すように、略直交するパッチ32の側面部分と柱23dおよび梁部材21c,21eの側面とによって形成されるL字溶接部S(図8(a)参照)に沿って、隅肉溶接されることによって梁部材21c,21eの端部の中空部34を覆うように貼り付けられる。このとき、上述したように、柱23dと梁部材21c,21eとは、段差部dを形成するようにずらして接合されているが、パッチ32の接合によって、梁部材21c,21eの接合部の四辺全てに隅肉溶接を形成することができ、実質的に溶接閉断面を形成している。   As shown in FIG. 7, the patch 32 is along an L-shaped weld S (see FIG. 8A) formed by a side surface portion of the patch 32 that is substantially orthogonal to the side surface of the column 23 d and the beam members 21 c and 21 e. Then, it is pasted so as to cover the hollow portion 34 at the end of the beam members 21c and 21e by fillet welding. At this time, as described above, the pillar 23d and the beam members 21c and 21e are joined while being shifted so as to form the stepped portion d. However, by joining the patch 32, the joints of the beam members 21c and 21e are connected. Fillet welds can be formed on all four sides, substantially forming a closed weld cross section.

このように、隅肉溶接を用いて各部材23d,21c,21eの接合を行うことで、フレア溶接や開先溶接等の他の溶接方法による接合と比較して、溶接作業や溶接部分の検査工程を簡略化し、かつ溶接部分の強度を十分に保持することができる。この結果、キャブ20全体の剛性を確保しつつ、溶接ロボットの制御が容易になり、キャブの製造コストを低減することができる。   In this way, by performing fillet welding, the members 23d, 21c, and 21e are joined, so that the welding operation and the welded portion are inspected as compared with joining by other welding methods such as flare welding and groove welding. The process can be simplified and the strength of the welded portion can be sufficiently maintained. As a result, it is possible to easily control the welding robot while ensuring the rigidity of the entire cab 20, and to reduce the manufacturing cost of the cab.

また、本実施形態のように、接合される各部材23d,21c,21eを所定量ずらして接合し、このずらした段差部d上を覆うようにパッチ32を設けることで、接合部分の四辺に隅肉溶接が可能となり、パイプ材を使用しながら接合部の強度を十分に確保することができる。   Further, as in the present embodiment, the members 23d, 21c, and 21e to be joined are joined by shifting by a predetermined amount, and the patch 32 is provided so as to cover the shifted stepped portion d, so that the four sides of the joined portion are provided. Fillet welding is possible, and the strength of the joint can be sufficiently secured while using the pipe material.

[本キャブ20の特徴]
(1)
本実施形態のキャブ20は、図1に示すように、ブルドーザ10に搭載されており、図5等に示すように、複数の柱23a〜23dと、複数の梁部材21b,21c,21eとを互いに接合して構成されている。柱23a〜23dと梁部材21b〜21eとは、図7に示すように、所定量ずらした段差部dを形成しつつ接合されており、この段差部dを含むようにパッチ32が貼り付けられる。そして、柱23a〜23dと梁部材21b〜21eとパッチ32とは、これらの各部材の接合部分に形成されるL字溶接部Sに沿って溶接部Wが形成されて接合が行われる。
[Features of this cab 20]
(1)
The cab 20 of the present embodiment is mounted on the bulldozer 10 as shown in FIG. 1 and includes a plurality of pillars 23a to 23d and a plurality of beam members 21b, 21c, and 21e as shown in FIG. They are joined together. As shown in FIG. 7, the pillars 23a to 23d and the beam members 21b to 21e are joined while forming a stepped portion d shifted by a predetermined amount, and the patch 32 is attached so as to include the stepped portion d. . The pillars 23a to 23d, the beam members 21b to 21e, and the patch 32 are joined by forming a welded portion W along an L-shaped welded portion S formed at a joint portion of these members.

これにより、柱23a〜23dと梁部材21b,21c,21eとをずらして接合したことにより、その段差部dを含むように貼り付けられたパッチ32の周辺等に隅肉溶接用のL字溶接部Sを効果的に形成することができる。このため、溶接強度が大きく、溶接作業や検査工程が簡略化できる等の隅肉溶接による利点を享受しつつ、キャブ20の剛性を向上させることができる。   As a result, the pillars 23a to 23d and the beam members 21b, 21c, and 21e are joined while being shifted, so that L-shaped welding for fillet welding is performed around the patch 32 that is attached so as to include the stepped portion d. The part S can be formed effectively. For this reason, the rigidity of the cab 20 can be improved while enjoying the advantages of fillet welding such as high welding strength and simplification of the welding operation and inspection process.

(2)
本実施形態のキャブ20では、図7および図8(b)に示すように、構成部材である柱23a〜23dおよび梁部材21b,21c,21eとして、略同一の断面形状を有する部材を用いている。
(2)
In the cab 20 of the present embodiment, as shown in FIGS. 7 and 8B, members having substantially the same cross-sectional shape are used as the pillars 23 a to 23 d and the beam members 21 b, 21 c, and 21 e that are constituent members. Yes.

これにより、複数の柱23a〜23dや梁部材21b,21c,21eの中に強度的に差がある部材をできる限り排除できるため、ROPS構造等を構成する際に強度的に安定したキャブ20を得ることができる。   As a result, members having a difference in strength among the plurality of pillars 23a to 23d and the beam members 21b, 21c, and 21e can be eliminated as much as possible. Therefore, the cab 20 that is stable in strength when the ROPS structure or the like is formed. Obtainable.

また、このように断面形状が共通の部材(柱23a〜23d、梁部材21b,21c,21e)を組み合わせてキャブ20を構成した場合でも、上述したように、敢えて両部材をずらして接合することにより、隅肉溶接を容易に形成することができる。   Further, even when the cab 20 is configured by combining members (columns 23a to 23d, beam members 21b, 21c, and 21e) having a common cross-sectional shape as described above, both the members are intentionally shifted and joined as described above. Thus, fillet welding can be easily formed.

(3)
本実施形態のキャブ20では、図7等に示すように、複数の梁部材21b〜21eを、柱23a〜23dの側面に当接させた状態で接合している。
これにより、キャブ20を構成する際に、柱23a〜23dを側方から嵌め込むようにして接合することができる。この結果、キャブ20の外周側から溶接作業を行うことが可能となり、キャブ20の製造コストを低減することができる。
(3)
In the cab 20 of the present embodiment, as shown in FIG. 7 and the like, a plurality of beam members 21b to 21e are joined in a state of being in contact with the side surfaces of the columns 23a to 23d.
Thereby, when configuring the cab 20, the columns 23a to 23d can be joined so as to be fitted from the side. As a result, welding work can be performed from the outer periphery side of the cab 20, and the manufacturing cost of the cab 20 can be reduced.

(4)
本実施形態のキャブ20では、図4および図7に示すように、略正方形の断面形状を有する柱23a〜23d、梁部材21b,21c,21eを用いている。
これにより、前後方向および左右方向において、均一の剛性を有するキャブ20を構成することができる。この結果、キャブ20を構成する部品の種類を削減し、キャブ20の製造コストを低減することができる。
(4)
In the cab 20 of the present embodiment, as shown in FIGS. 4 and 7, columns 23a to 23d and beam members 21b, 21c, and 21e having a substantially square cross-sectional shape are used.
Thereby, the cab 20 having uniform rigidity can be configured in the front-rear direction and the left-right direction. As a result, the types of parts constituting the cab 20 can be reduced, and the manufacturing cost of the cab 20 can be reduced.

(5)
本実施形態のキャブ20では、図4および図7に示すように、柱23a〜23d、梁部材21b,21c,21eとして、中空のパイプ材を用いている。
これにより、中空大断面を構成することで、各部材の剛性を向上させるとともに、各部材を中空にすることでキャブ20の軽量化、コストダウンが図れる。
(5)
In the cab 20 of the present embodiment, as shown in FIGS. 4 and 7, hollow pipe materials are used as the pillars 23a to 23d and the beam members 21b, 21c, and 21e.
Thus, by configuring the hollow large cross section, the rigidity of each member can be improved, and the weight of the cab 20 can be reduced and the cost can be reduced by making each member hollow.

(6)
本実施形態のキャブ20では、図5および図6に示すように、柱23a〜23dが、梁部材21b〜21eに対して垂直に交差するように接合されている。
これにより、通常のキャブと比較して、視覚的に大きく見えるキャブ20を構成することができる。また、梁部材21b〜21eに対する柱23a〜23dの交差部分が全て垂直で統一されるため、交差部分に設置される補強部材31a,31b等の形状を共通化して、部品の種類を削減することができる。
(6)
In the cab 20 of the present embodiment, as shown in FIGS. 5 and 6, the columns 23 a to 23 d are joined so as to vertically intersect the beam members 21 b to 21 e.
Thereby, compared with a normal cab, the cab 20 which looks visually large can be comprised. In addition, since all the intersections of the pillars 23a to 23d with respect to the beam members 21b to 21e are unified vertically, the shapes of the reinforcing members 31a and 31b and the like installed at the intersections are made common to reduce the types of parts. Can do.

(7)
本実施形態のキャブ20では、図5等に示すように、共通の補強部材31a,31bを用いて、柱23a〜23dと梁部材21b〜21eとを接合している。
これにより、キャブ20を構成する補強部材31a,31bの種類を削減して、キャブ20の製造コストを削減することができる。
(7)
In the cab 20 of the present embodiment, as shown in FIG. 5 and the like, the pillars 23a to 23d and the beam members 21b to 21e are joined using common reinforcing members 31a and 31b.
Thereby, the kind of reinforcement member 31a, 31b which comprises the cab 20 can be reduced, and the manufacturing cost of the cab 20 can be reduced.

(8)
本実施形態のキャブ20では、図5等に示すように、キャブ20の前方に配置された梁部材21dとして、他の梁部材21b,21c,21eよりも薄い部材を用いている。
これにより、梁部材21dの下方への出っ張り量が少なくなるため、キャブ20内で運転操作等を行うオペレータの前方頭上空間を広く確保することができる。
(8)
In the cab 20 of the present embodiment, as shown in FIG. 5 and the like, a member thinner than the other beam members 21b, 21c, and 21e is used as the beam member 21d disposed in front of the cab 20.
As a result, the amount of protruding downward of the beam member 21d is reduced, so that a wide front overhead space for an operator performing a driving operation or the like in the cab 20 can be secured.

(9)
本実施形態のキャブ20では、図4等に示すように、他の梁部材21b,21c,21eよりも薄い梁部材21dとして、中実の部材を用いている。
これにより、薄肉化したことによる強度低下を回避して、キャブ20において局所的に剛性が低下してしまうことを回避することができる。
(9)
In the cab 20 of the present embodiment, as shown in FIG. 4 and the like, a solid member is used as the beam member 21d that is thinner than the other beam members 21b, 21c, and 21e.
Thereby, the strength reduction due to the thinning can be avoided, and the local decrease in rigidity in the cab 20 can be avoided.

(10)
本実施形態のブルドーザ10は、図1に示すように、上述したキャブ20を搭載している。
これにより、上述したように、隅肉溶接を多用することで、キャブ20の剛性を十分に確保しつつ、溶接部分の作業や検査工程を簡略化することが可能なキャブ20を構成することができる。
(10)
As shown in FIG. 1, the bulldozer 10 of the present embodiment is equipped with the cab 20 described above.
Thus, as described above, by using a lot of fillet welding, it is possible to configure the cab 20 that can simplify the work and inspection process of the welded portion while sufficiently securing the rigidity of the cab 20. it can.

[他の実施形態]
以上、本発明の一実施形態について説明したが、本発明は上記実施形態に限定されるものではなく、発明の要旨を逸脱しない範囲で種々の変更が可能である。
(A)
上記実施形態では、キャブ20を構成する柱23a〜23dと梁部材21b,21c,21eとして、略同一断面を有する中空のパイプ材を用いた例を挙げて説明した。しかし、本発明はこれに限定されるものではない。
[Other Embodiments]
As mentioned above, although one Embodiment of this invention was described, this invention is not limited to the said embodiment, A various change is possible in the range which does not deviate from the summary of invention.
(A)
In the said embodiment, the pillar 23a-23d and the beam members 21b, 21c, and 21e which comprise the cab 20 were demonstrated and demonstrated with the example using the hollow pipe material which has a substantially identical cross section. However, the present invention is not limited to this.

例えば、柱と梁部材として、それぞれ相似形で同一形状の断面を有するパイプ材を用いてもよい。また、梁部材21b,21c,21eを同じ長さの同一部品とすれば、さらに効果的である。
さらには、中空のパイプ材の替わりに、一部が中実の部材を用いてもよい。
For example, pipe materials having similar and identical cross-sections may be used as the columns and beam members, respectively. Further, it is more effective if the beam members 21b, 21c, and 21e are the same parts having the same length.
Furthermore, a partly solid member may be used instead of the hollow pipe material.

ただし、中空大断面を有する柱、梁を用いてキャブを構成することで、局所的な剛性の低下を回避しつつキャブの剛性を向上させ、かつキャブの軽量化を図ることができるという点では、上記実施形態のように、略同一断面を有する中空のパイプ材を用いることがより好ましい。   However, by configuring the cab using columns and beams having a hollow large cross section, it is possible to improve the rigidity of the cab while avoiding a decrease in local rigidity, and to reduce the weight of the cab. It is more preferable to use a hollow pipe member having substantially the same cross section as in the above embodiment.

(B)
上記実施形態では、キャブ20を構成する柱23a〜23dと梁部材21b,21c,21eとして、略正方形の断面を有するパイプ材を用いた例を挙げて説明した。しかし、本発明はこれに限定されるものではない。
例えば、略長方形、あるいは多角形、円形、楕円形等の断面形状を有する柱、梁部材を用いてもよい。
(B)
In the said embodiment, the pillar 23a-23d and the beam members 21b, 21c, and 21e which comprise the cab 20 were demonstrated and mentioned as the example using the pipe material which has a substantially square cross section. However, the present invention is not limited to this.
For example, a column or beam member having a substantially rectangular shape or a cross-sectional shape such as a polygonal shape, a circular shape, or an elliptical shape may be used.

(C)
上記実施形態では、柱23a〜23dと梁部材21b,21c,21eとをつなぐ接合部材として、略楕円形状の薄い鋼板を折り曲げるように加工したパッチ32を用いた例を挙げて説明した。しかし、本発明はこれに限定されるものではない。
例えば、接合部材として、段差部分に沿って取り付けられるように金属のブロックを加工した部材を用いてもよい。
(C)
In the embodiment described above, an example in which the patch 32 processed so as to bend a substantially elliptical thin steel plate is described as the joining member that connects the pillars 23a to 23d and the beam members 21b, 21c, and 21e. However, the present invention is not limited to this.
For example, a member obtained by processing a metal block so as to be attached along the stepped portion may be used as the joining member.

(D)
上記実施形態では、複数の柱23a〜23dを鉛直方向に沿って配置した例を挙げて説明した。しかし、本発明はこれに限定されるものではない。
例えば、従来のキャブに見られるような、キャブの上方が細くなるように配置された柱部材によって構成されるキャブに対して本発明を適用することも可能である。
(D)
In the said embodiment, the some pillar 23a-23d was given and demonstrated as the example arrange | positioned along the perpendicular direction. However, the present invention is not limited to this.
For example, it is also possible to apply the present invention to a cab constituted by column members arranged so that the upper part of the cab becomes thin as seen in a conventional cab.

(E)
上記実施形態では、ブルドーザ10に搭載されるキャブ20の構造に対して本発明を適用した例を挙げて説明した。しかし、本発明はこれに限定されるものではない。
例えば、本発明に係るキャブ構造が採用される建設機械としては、ブルドーザ以外にも、ホイルローダや油圧ショベル等の建設機械に搭載されるキャブに対しても本発明を適用することが可能である。
(E)
In the above embodiment, an example in which the present invention is applied to the structure of the cab 20 mounted on the bulldozer 10 has been described. However, the present invention is not limited to this.
For example, as a construction machine in which the cab structure according to the present invention is adopted, the present invention can be applied to a cab mounted on a construction machine such as a wheel loader or a hydraulic excavator in addition to a bulldozer.

本発明のキャブ構造は、キャブの剛性を十分に確保しつつ、溶接作業の簡素化、溶接部分の検査工程の簡素化が図れるという効果を奏することから、複数の柱部材と梁部材とを組み合わせて構成されるキャブを搭載する各種建設機械に対して広く適用可能である。   The cab structure of the present invention has the effect of simplifying the welding operation and simplifying the inspection process of the welded portion while ensuring sufficient rigidity of the cab, so that a plurality of column members and beam members are combined. The present invention can be widely applied to various construction machines equipped with a cab configured as described above.

本発明の一実施形態に係るキャブ構造を搭載したブルドーザの全体構成を示す斜視図。1 is a perspective view showing an overall configuration of a bulldozer equipped with a cab structure according to an embodiment of the present invention. 図1のブルドーザに搭載されたキャブの構造を示す斜視図。The perspective view which shows the structure of the cab mounted in the bulldozer of FIG. 図2のキャブの天井部分を構成する天井部の構成を示す分解斜視図。The disassembled perspective view which shows the structure of the ceiling part which comprises the ceiling part of the cab of FIG. 図3の天井部に含まれる梁部材を組み合わせた際の構成を示す斜視図。The perspective view which shows the structure at the time of combining the beam member contained in the ceiling part of FIG. 図2のキャブの骨組み構造を示す前側方斜視図。The front side perspective view which shows the framework structure of the cab of FIG. 図2のキャブの骨組み構造を示す後側方斜視図。The rear side perspective view which shows the framework structure of the cab of FIG. 図5等のキャブの接合部分の構成を示す部分拡大図。The elements on larger scale which show the structure of the junction part of cabs, such as FIG. (a),(b)は、図7の接合部分を示す側面図および平面図。(A), (b) is the side view and top view which show the junction part of FIG. (a),(b)は、図8の接合部分に使用されたパッチの構成を示す平面図および側面図。(A), (b) is the top view and side view which show the structure of the patch used for the junction part of FIG.

符号の説明Explanation of symbols

10 ブルドーザ(建設機械)
11 車体
12 エンジンルーム
13 駆動装置
14 走行装置
20 キャブ(キャブ構造)
21 天井部
21a 天井板材
21b 梁部材(梁部材)
21c 梁部材(梁部材)
21d 梁部材(板材)
21e 梁部材(梁部材)
21f 補強梁部材
23 柱部
23a〜23d 柱(柱部材)
31a〜31c 補強部材(リブ部材)
32 パッチ(接合部材)
32a 平面部
32b 折り曲げ部
33 ボルト受け部
34 中空部
d 段差部
S L字溶接部
W 溶接部(隅肉溶接部)
X 接合空間
10 Bulldozer (construction machine)
11 Car body 12 Engine room 13 Driving device 14 Traveling device 20 Cab (cab structure)
21 Ceiling part 21a Ceiling board material 21b Beam member (beam member)
21c Beam member (beam member)
21d Beam member (plate material)
21e Beam member (beam member)
21f Reinforcement beam member 23 Column part 23a-23d Column (column member)
31a-31c Reinforcing member (rib member)
32 Patch (joining member)
32a Plane portion 32b Bending portion 33 Bolt receiving portion 34 Hollow portion d Stepped portion S L-shaped welded portion W Welded portion (fillet welded portion)
X joint space

Claims (9)

複数の柱部材と梁部材とを接合して構成される建設機械のキャブ構造であって、
略鉛直方向に沿って配置された複数の前記柱部材と、
前記柱部材に対して所定量ずらして当接されて複数の前記柱部材の上端部付近同士を連結する前記梁部材と、
少なくともいずれか一方が中空のパイプ材である前記柱部材と前記梁部材とがずれて接合された部分に形成される段差部を含むように前記柱部材と前記梁部材とに渡って貼り付けられた接合部材と、
前記接合部材と前記柱部材、および前記接合部材と前記柱部材および前記梁部材との間で接合のために形成される隅肉溶接部と、
を備えているキャブ構造。
A cab structure for a construction machine configured by joining a plurality of column members and beam members,
A plurality of the pillar members arranged along a substantially vertical direction;
The beam member that is abutted by a predetermined amount with respect to the column member and connects the vicinity of the upper end portions of the plurality of column members;
At least one of them is a pipe member that is a hollow pipe member, and is pasted across the column member and the beam member so as to include a stepped portion formed at a portion where the column member and the beam member are displaced and joined. Joining members,
Fillet welds formed for joining between the joining member and the column member, and between the joining member and the column member and the beam member;
The cab structure is equipped with.
前記柱部材と前記梁部材とは、略同一の断面形状を有している、
請求項1に記載のキャブ構造。
The column member and the beam member have substantially the same cross-sectional shape,
The cab structure according to claim 1.
前記梁部材は、前記柱部材の側面に対して両端部を当接させた状態で接合される、
請求項1または2に記載のキャブ構造。
The beam member is joined in a state where both end portions are in contact with the side surface of the column member,
The cab structure according to claim 1 or 2.
前記柱部材および前記梁部材の少なくとも一方は、略正方形の断面を有している、
請求項1から3のいずれか1項に記載のキャブ構造。
At least one of the column member and the beam member has a substantially square cross section,
The cab structure according to any one of claims 1 to 3.
前記接合部材が貼り付けられた前記段差部は、前記柱部材または前記梁部材の中空の端面が露出する面を有する、
請求項1から4のいずれか1項に記載のキャブ構造。
The step portion to which the joining member is attached has a surface from which a hollow end surface of the column member or the beam member is exposed.
The cab structure according to any one of claims 1 to 4.
前記複数の柱部材は、前記梁部材に対して垂直に接合されている、
請求項1から5のいずれか1項に記載のキャブ構造。
The plurality of column members are joined perpendicularly to the beam member,
The cab structure according to any one of claims 1 to 5.
前記複数の柱部材のうち、前記キャブの前側に配置された一対の柱部材は、他の前記梁部材よりも薄い板材によって形成された梁部材によって接合されている、
請求項1から6のいずれか1項に記載のキャブ構造。
Of the plurality of column members, the pair of column members arranged on the front side of the cab are joined by a beam member formed of a plate material thinner than the other beam members.
The cab structure according to any one of claims 1 to 6.
前記板材は、中実の部材によって形成されている、
請求項7に記載のキャブ構造。
The plate is formed of a solid member,
The cab structure according to claim 7.
請求項1から8のいずれか1項に記載のキャブ構造を備えている、建設機械。
A construction machine comprising the cab structure according to any one of claims 1 to 8.
JP2007120093A 2007-04-27 2007-04-27 Cab structure and construction machine with it Pending JP2008273410A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007120093A JP2008273410A (en) 2007-04-27 2007-04-27 Cab structure and construction machine with it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007120093A JP2008273410A (en) 2007-04-27 2007-04-27 Cab structure and construction machine with it

Publications (1)

Publication Number Publication Date
JP2008273410A true JP2008273410A (en) 2008-11-13

Family

ID=40051944

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007120093A Pending JP2008273410A (en) 2007-04-27 2007-04-27 Cab structure and construction machine with it

Country Status (1)

Country Link
JP (1) JP2008273410A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014166809A (en) * 2013-02-28 2014-09-11 Iseki & Co Ltd Work vehicle cabin
WO2020256049A1 (en) * 2019-06-19 2020-12-24 株式会社小松製作所 Cab and work vehicle

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56146479A (en) * 1980-04-15 1981-11-13 Iseki & Co Ltd Cabin frame member for tractor
WO2005025965A2 (en) * 2003-09-09 2005-03-24 Komatsu Mfg Co Ltd Cab of construction machinery
JP2006175469A (en) * 2004-12-22 2006-07-06 Itoki Corp Pipe connecting structure
JP2006321372A (en) * 2005-05-19 2006-11-30 Komatsu Ltd Structural body and connecting member of structural body

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56146479A (en) * 1980-04-15 1981-11-13 Iseki & Co Ltd Cabin frame member for tractor
WO2005025965A2 (en) * 2003-09-09 2005-03-24 Komatsu Mfg Co Ltd Cab of construction machinery
JP2006175469A (en) * 2004-12-22 2006-07-06 Itoki Corp Pipe connecting structure
JP2006321372A (en) * 2005-05-19 2006-11-30 Komatsu Ltd Structural body and connecting member of structural body

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014166809A (en) * 2013-02-28 2014-09-11 Iseki & Co Ltd Work vehicle cabin
WO2020256049A1 (en) * 2019-06-19 2020-12-24 株式会社小松製作所 Cab and work vehicle
JP2021000853A (en) * 2019-06-19 2021-01-07 株式会社小松製作所 Cab and work vehicle
KR20210138697A (en) * 2019-06-19 2021-11-19 가부시키가이샤 고마쓰 세이사쿠쇼 cab and work vehicle
CN113727906A (en) * 2019-06-19 2021-11-30 株式会社小松制作所 Cab and work vehicle
JP7213762B2 (en) 2019-06-19 2023-01-27 株式会社小松製作所 cabs and work vehicles
KR102567774B1 (en) * 2019-06-19 2023-08-16 가부시키가이샤 고마쓰 세이사쿠쇼 cab and work vehicle
CN113727906B (en) * 2019-06-19 2023-09-29 株式会社小松制作所 Cab and work vehicle
US11879230B2 (en) 2019-06-19 2024-01-23 Komatsu Ltd. Cab and work vehicle

Similar Documents

Publication Publication Date Title
US9187875B2 (en) Arm for construction machine
JP5592994B2 (en) Boom for construction machinery
JP5043188B2 (en) Construction machinery cab
JP5047275B2 (en) Roof panel, cab equipped with the same, and method of manufacturing cab
JP6232643B2 (en) Boom for construction machinery
US7959219B2 (en) Reinforcement structure for pipe and cab structure for construction machine having the same
WO2012067014A1 (en) Construction machine swing frame
JP4809206B2 (en) Construction machine truck frame
JP2003213727A (en) Revolving frame for construction machine
JP2008273410A (en) Cab structure and construction machine with it
JP4671409B2 (en) STRUCTURE, STRUCTURAL COMPONENT AND METHOD FOR PRODUCING STRUCTURE
JP5315446B2 (en) Construction machinery cab
JP4732863B2 (en) CAB STRUCTURE FOR CONSTRUCTION MACHINE AND METHOD OF ASSEMBLING THE SAME
JP2011140854A (en) Revolving frame of construction machine
JP4823004B2 (en) Track frame
JP5214387B2 (en) Excavator
JP4949963B2 (en) Construction machine truck frame
JP2007205138A (en) Welded structure
JP2010042800A (en) Cab of construction machinery
JP2005336920A (en) Revolving frame for construction machine
JP2008081018A (en) Truck frame
JP4430550B2 (en) Swivel construction machine
JP2006193114A (en) Car body of crawler type traveling arrangement and its manufacturing method
JP2009234439A (en) Cab of construction machine
JP4883725B2 (en) Cab in construction machinery

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20100210

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110118

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20110926

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20111004

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20111124

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20120508