JPH0120411Y2 - - Google Patents
Info
- Publication number
- JPH0120411Y2 JPH0120411Y2 JP3971183U JP3971183U JPH0120411Y2 JP H0120411 Y2 JPH0120411 Y2 JP H0120411Y2 JP 3971183 U JP3971183 U JP 3971183U JP 3971183 U JP3971183 U JP 3971183U JP H0120411 Y2 JPH0120411 Y2 JP H0120411Y2
- Authority
- JP
- Japan
- Prior art keywords
- side end
- protruding engaging
- engaging part
- joint
- pair
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 230000008878 coupling Effects 0.000 claims description 4
- 238000010168 coupling process Methods 0.000 claims description 4
- 238000005859 coupling reaction Methods 0.000 claims description 4
- 239000011800 void material Substances 0.000 claims 1
- 238000010008 shearing Methods 0.000 description 5
- 238000005452 bending Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】
本考案は、クレーン等の鉄骨建造物に関し、特
に、複数の突出係合部を有する全く同形の一対の
継手部材を互いに組み合わせて鉄骨相互を結合す
るようにした継手構造に関する。[Detailed Description of the Invention] The present invention relates to steel structures such as cranes, and in particular, a joint structure in which a pair of joint members of the same shape having a plurality of protruding engagement portions are combined with each other to connect steel frames to each other. Regarding.
例えばタワークレーンやトラツククレーン等の
鉄骨建造物にあつては、ブーム等の鉄骨同士を継
ぎ足して建造物を大型化するために継手が使用さ
れる。 For example, in steel structures such as tower cranes and truck cranes, joints are used to increase the size of the structure by joining steel frames such as booms.
このような継手のうちの代表的なものが第1図
に示されている。すなわち、一方の継手部材1は
一本の中央突出係合部2を有し、この一本の中央
突出係合部2を相手方となる他の継手部材3の二
本の側端突出係合部4で挟み、これらの中央突出
係合部2及び側端突出係合部4をピン5にて結合
している。言い換えると、従来の継手構造は、一
方の継手部材1が一本の突出係合部2を有し、他
方の継手部材3が二本の突出係合部4を有するア
ンバランスなものであつた。それ故、継手部材
1,3の長手方向に引張力ないし圧縮力が加えら
れた場合、一本の中央突出係合部2に多大な剪断
力が加えられ、当該部分が破損され易い。また、
長手方向に直角な方向に曲げ応力が加えられた
り、更に捩り応力が加えられた場合にも、係合部
分がいわば二対一であるため、一本の中央突出係
合部2に多大な負荷が加えられ、当該部分が破損
されたり、僅かな力でもピン5があらぬ方向に曲
げられたりする。これらのことは結局継手構造の
バランスが悪いことに起因する。 A typical example of such a joint is shown in FIG. That is, one joint member 1 has one centrally protruding engaging portion 2, and this one centrally protruding engaging portion 2 is connected to the two side end protruding engaging portions of the other joint member 3 serving as the other partner. 4, and these central protruding engaging portions 2 and side end protruding engaging portions 4 are connected by pins 5. In other words, the conventional joint structure was unbalanced, with one joint member 1 having one protruding engaging portion 2 and the other joint member 3 having two protruding engaging portions 4. . Therefore, when a tensile force or a compressive force is applied in the longitudinal direction of the joint members 1, 3, a large shearing force is applied to one central protruding engagement portion 2, and this portion is likely to be damaged. Also,
Even when bending stress is applied in a direction perpendicular to the longitudinal direction or torsional stress is applied, a large load is applied to one centrally protruding engaging part 2 because the engaging parts are two-to-one. is applied, and the part concerned may be damaged, or the pin 5 may be bent in an incorrect direction even with a slight force. These problems are ultimately caused by an unbalanced joint structure.
本考案は、上記した問題に鑑みてなされ、進歩
した鉄骨建造物の継手構造を提供するもので、そ
の目的は、剪断及び曲げに対する強度を向上させ
ることにある。 The present invention has been made in view of the above-mentioned problems and provides an advanced joint structure for steel frame buildings, the purpose of which is to improve the strength against shearing and bending.
そしてこのために、本考案は、複数の突出係合
部を有する全く同形の一対の継手部材を互いに組
み合わせてピンで結合したものである。 To this end, in the present invention, a pair of joint members having exactly the same shape and having a plurality of protruding engaging portions are combined with each other and connected with a pin.
以下、図面を参照して、本考案の実施例を説明
する。 Embodiments of the present invention will be described below with reference to the drawings.
第2図は、本考案に係る継手構造に使用される
継手部材6単体の斜視図、第3図は、本考案に係
る継手構造を示す断面図である。 FIG. 2 is a perspective view of the joint member 6 used in the joint structure according to the present invention, and FIG. 3 is a sectional view showing the joint structure according to the present invention.
本考案に係る継手構造にあつては、従来のよう
に一本の中央突出係合部2を有する継手部材1
と、二本の側端係合部4を有する他の継手部材3
というような相異なる二種の継手部材1,3が用
いられるのではなく、本質的に全く同一形状の継
手部材6(ここで本質的とことわつたのは、少な
くとも突出係合部分に関してはという意味であ
る。)が互いに対向して組み合わされて使用され
る。このことが、本考案に係る継手構造を非常に
簡素でバランスの良いものにしている。 In the joint structure according to the present invention, the joint member 1 has one centrally protruding engagement portion 2 as in the conventional case.
and another joint member 3 having two side end engaging portions 4.
Rather than using two different types of joint members 1 and 3, a joint member 6 having essentially the same shape (here, "essentially" means at least with respect to the protruding engagement part) is used. ) are used in combination facing each other. This makes the joint structure according to the present invention very simple and well-balanced.
継手部材6単体について述べると、該継手部材
6は、ブーム等の鉄骨7の端部に周知の溶接技術
をもつて溶着される平板状の基部8を有する。こ
の基部8については、一対の継手部材6相互で形
状が多少異なつていても問題はないが、継手部材
6の製作好率を上げるためには、勿論この基部8
も一対の継手部材6同士で全く同一であることが
好ましい。 Regarding the joint member 6 alone, the joint member 6 has a flat base 8 that is welded to the end of a steel frame 7 such as a boom using a well-known welding technique. Regarding this base 8, there is no problem even if the shapes of the pair of joint members 6 are slightly different from each other, but in order to increase the manufacturing efficiency of the joint members 6, it is of course necessary to
It is also preferable that the pair of joint members 6 are completely the same.
基部8の側端には中央にピン穴9が貫設された
側端突出係合部10が形成されている。この側端
係合部10は、勿論基部8と一体であり、通常は
基部8と同一の材料により、平板状の該基部8に
対してほぼ直角に立設される。もつというと、こ
の側端突出係合部10は、基部8に垂直な壁体で
あり、そのほぼ中央にピン11を貫通させるペン
穴9が穿設されている。 A side end protruding engaging portion 10 is formed at the side end of the base portion 8 and has a pin hole 9 extending through the center thereof. This side end engaging portion 10 is, of course, integral with the base portion 8, and is usually made of the same material as the base portion 8, and is erected approximately at right angles to the flat base portion 8. In other words, this side end protruding engagement part 10 is a wall body perpendicular to the base part 8, and a pen hole 9 through which a pin 11 passes is bored approximately in the center thereof.
側端突出係合部10から後述する一定の間隔を
おいて中間突出係合部12が設けられている。こ
の中間突出係合部12は、前記側端突出係合部1
0と対を成すもので、該側端突出係合部10に平
行な壁体であり、基部8からほぼ垂直に立ち上げ
られている。勿論、この中間突出係合部12のほ
ぼ中央にもピン穴13が設けられているが、この
ピン穴13がピン11を貫入させるもので、かつ
側端突出係合部10のピン穴9と対応しているこ
とは多言を要しない。 An intermediate protruding engagement part 12 is provided at a constant interval from the side end protruding engagement part 10, which will be described later. This intermediate protruding engaging portion 12 is connected to the side end protruding engaging portion 1.
0, it is a wall body parallel to the side end protruding engaging portion 10, and is raised almost perpendicularly from the base portion 8. Of course, a pin hole 13 is also provided almost at the center of the intermediate protruding engagement portion 12, but this pin hole 13 is for the pin 11 to pass through, and is similar to the pin hole 9 of the side end protruding engagement portion 10. There is no need to say too much that it is compatible.
基部8に立設された二連の平行な壁体である側
端突出係合部10と中間突出係合部12との間に
は、対をなす継手部材6の中間突出係合部12を
受け入れるように(第3図を参照して欲しい。)、
中間空所14が確保されている。この中間空所1
4は、いわば二連の壁体の間の溝であり、第3図
に示すように、対をなす中間突出係合部12の厚
さよりも僅かに広い溝幅を有している。なお、こ
の中間空所14に中間突出係合部12が組み合わ
されて入つたとき、その中間突出係合部12の先
端と溝底との間には僅かながら隙間が残る。 The intermediate protruding engaging part 12 of the pair of joint members 6 is located between the side end protruding engaging part 10 and the intermediate protruding engaging part 12, which are two parallel walls provided upright on the base 8. (See Figure 3.)
An intermediate space 14 is secured. This intermediate space 1
4 is a so-called groove between two consecutive wall bodies, and as shown in FIG. 3, the groove width is slightly wider than the thickness of the pair of intermediate protruding engaging portions 12. Note that, when the intermediate protruding engaging part 12 is assembled and inserted into the intermediate space 14, a slight gap remains between the tip of the intermediate protruding engaging part 12 and the groove bottom.
また、中間突出係合部12を越えた中間空所1
4とは反対の側には、側端空所15が確保されて
いる。この側端空所15は、第3図に示す通り、
対をなす継手部材6の側端突出係合部10を受け
入れるに足る幅を有する。 Moreover, the intermediate space 1 beyond the intermediate protruding engagement portion 12
On the side opposite to 4, a side end cavity 15 is secured. This side end cavity 15 is, as shown in FIG.
It has a width sufficient to accommodate the side end protruding engaging portions 10 of the pair of joint members 6.
なお、中間突出係合部12及び側端突出係合部
10がその基部8との結合個所から先端に登るに
つれてテーパを有することは、図面から理解され
る通りである。また、第3図の結合ピン11の長
さ方向について、側端突出係合部10の厚さと中
間突出係合部12の厚さとはほぼ1:2の比率と
なつているが、無論これを2:3等に設計変更し
てもよい。より本質的なことは、一方の継手部材
6の側端突出係合部10の厚さと他方の継手部材
6の中間突出係合部12の厚さ(従つて、一方の
中間空所14の幅)との和が継手全体(すなわち
基部8)の幅の1/2なつていることである。 As can be understood from the drawings, the intermediate protruding engaging part 12 and the side end protruding engaging part 10 taper as they ascend from the point where they join with the base 8 to the tip. Furthermore, in the longitudinal direction of the coupling pin 11 in FIG. The design may be changed to 2:3, etc. More essentially, the thickness of the side end protruding engaging portion 10 of one joint member 6 and the thickness of the intermediate protruding engaging portion 12 of the other joint member 6 (therefore, the width of one intermediate space 14 ) is 1/2 of the width of the entire joint (i.e., the base 8).
一対の継手部材6は、一方の中間空所14に他
方の中間突出係合部12が、また一方の側端空所
15に他方の側端突出係合部10がそれぞれ合入
され、ピン穴9,13に結合ピン11が嵌入され
て一体にされる。この結合ピン11は、図示した
割ピン止め形式でも、またナツト止め形式でも勿
論構わない。 In the pair of joint members 6, the other intermediate protruding engaging part 12 is fitted into one intermediate cavity 14, the other side end protruding engaging part 10 is inserted into one side end cavity 15, and the pin hole A coupling pin 11 is fitted into 9 and 13 to integrate them. Of course, this coupling pin 11 may be of the split pin type shown in the figure or of a nut type.
建造物として完成されたときには、結合ピン1
1と中間及び側端突出係合部12,10との間に
剪断応力や曲げ応力等の種々の応力が加わる訳で
あるが、本考案に係る継手構造にあつては、従来
のように一本の中央突出係合部2で引張力等を引
き受けるということがなく、言い換えると一対の
継手部材6のどちらも同一の剪断面積を有するの
で、剪断強度が増加する。ちなみに、図示の例で
試算すると、1.5倍程度に増加している。また、
曲げ応力に対しても、非常に強度が増加した。こ
れは、一対の継手部材6が本質的に全く同一で、
継手構造としてバランスがとれていることによ
る。更に、二種類の継手部材を用意するのではな
く、全く同一のものを準備するだけでよいので、
量産が容易で製作コストも低減でき、また在庫管
理も容易である。更に、対称的な壁体相互を係合
時にガイドとして利用できるので、現場作業にお
けれ組立が容易かつ迅速に行なえる。 When the building is completed, the connecting pin 1
1 and the intermediate and side end protruding engaging parts 12, 10, various stresses such as shearing stress and bending stress are applied, but in the joint structure according to the present invention, unlike the conventional one, Since the central projecting engagement portion 2 of the book does not take on any tensile force or the like, in other words, both of the pair of joint members 6 have the same shearing area, so the shearing strength is increased. By the way, a trial calculation using the example shown shows an increase of about 1.5 times. Also,
The strength against bending stress was also greatly increased. This means that the pair of joint members 6 are essentially the same,
This is due to the well-balanced joint structure. Furthermore, instead of preparing two types of joint members, you only need to prepare exactly the same one.
Mass production is easy, manufacturing costs can be reduced, and inventory management is also easy. Furthermore, since the symmetrical walls can be used as guides during engagement, assembly can be carried out easily and quickly on site.
第1図は、従来の継手構造を示す半断面図、第
2図は、本考案に係る継手構造に使用される継手
部材単体の斜視図、第3図は、本考案に係る継手
構造を示す断面図、第4図は、第3図の側面図で
ある。
6……継手部材、7……鉄骨、8……基部、
9,13……ピン穴、10……側端突出係合部、
11……結合ピン、12……中間突出係合部、1
4……中間空所、15……側端空所。
FIG. 1 is a half-sectional view showing a conventional joint structure, FIG. 2 is a perspective view of a single joint member used in the joint structure according to the present invention, and FIG. 3 is a diagram showing the joint structure according to the present invention. The sectional view, FIG. 4, is a side view of FIG. 3. 6... Joint member, 7... Steel frame, 8... Base,
9, 13... Pin hole, 10... Side end protruding engagement part,
11... Connection pin, 12... Intermediate protruding engagement part, 1
4...middle space, 15...side end space.
Claims (1)
でその側端にほぼ直角に立設され中央にピン穴を
有する側端突出係合部と、該側端突出係合部から
一定の間隔をおいてそれとほぼ平行に基部から立
設されほぼ中央にピン穴を有する中間突出係合部
と、対をなす継手部材の中間突出係合部を受け入
れるように前記側端突出係合部と中間突出係合部
との間に確保された中間空所と、中間突出係合部
に関して前記中間空所とは反対側に対をなす継手
部材の側端突出係合部を受け入れるようにされた
側端空所とを有する継手部材を一対として互いに
対向させて組み合わせ、これら一対の継手部材の
ピン穴に結合ピンを係入させて成る鉄骨建造物の
継手構造。 A base part welded to the end of the steel frame, a side end protruding engaging part that is integral with the base part and erected at almost right angles to the side end thereof and having a pin hole in the center, and a fixed part from the side end protruding engaging part. an intermediate protruding engaging part that stands upright from the base substantially parallel to it at intervals and has a pin hole approximately in the center; and the side end protruding engaging part so as to receive the intermediate protruding engaging part of the pair of joint members. An intermediate space secured between the intermediate protruding engaging part and the side end protruding engaging part of the joint member forming a pair on the opposite side of the intermediate void with respect to the intermediate protruding engaging part is received. A joint structure for a steel-framed building, in which a pair of joint members having side end cavities are assembled so as to face each other, and a coupling pin is inserted into a pin hole of the pair of joint members.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3971183U JPS59147805U (en) | 1983-03-22 | 1983-03-22 | Joint structure of steel buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3971183U JPS59147805U (en) | 1983-03-22 | 1983-03-22 | Joint structure of steel buildings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59147805U JPS59147805U (en) | 1984-10-03 |
| JPH0120411Y2 true JPH0120411Y2 (en) | 1989-06-19 |
Family
ID=30170346
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3971183U Granted JPS59147805U (en) | 1983-03-22 | 1983-03-22 | Joint structure of steel buildings |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59147805U (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4565336B2 (en) * | 2005-08-05 | 2010-10-20 | 清水建設株式会社 | Structure and construction method of structure |
-
1983
- 1983-03-22 JP JP3971183U patent/JPS59147805U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59147805U (en) | 1984-10-03 |
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