JPH07207771A - Steel pipe joining structure - Google Patents
Steel pipe joining structureInfo
- Publication number
- JPH07207771A JPH07207771A JP1885494A JP1885494A JPH07207771A JP H07207771 A JPH07207771 A JP H07207771A JP 1885494 A JP1885494 A JP 1885494A JP 1885494 A JP1885494 A JP 1885494A JP H07207771 A JPH07207771 A JP H07207771A
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- steel
- joint
- joining
- fitted
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、各種の構築物における
骨組構造材の鋼管と鋼棒の接合や、鋼管相互の接合に好
適な鋼管の接合構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining structure of steel pipes suitable for joining steel pipes and steel rods of frame structural materials in various structures and joining steel pipes to each other.
【0002】[0002]
【従来の技術】従来、各種の構築物において、その現場
建方時に、骨組構造材となる鋼管を接合する場合、溶接
による接合は手数を要する面倒な作業となり、各種の構
造物や仮設建物等では、図5に示すような継手により連
結して構築する場合が多い。即ち、図5(A)に示すよ
うに鋼管aの端部に設けたフランジbを相互に複数のボ
ルト・ナツトcで連結する引張ボルト継手(フランジ継
手)や、図5(B)に示すように鋼管aの両接合端部間
に1対のパイプ半割dを嵌装して、この1対のパイプ半
割d及び鋼管aを複数のボルト・ナツトeで締め付けて
連結する剪断ボルト継手によつて接合されている。2. Description of the Related Art Conventionally, in the construction of various structures, when joining steel pipes, which are frame structural materials, at the time of site construction, welding by welding has been a troublesome work, and in various structures and temporary buildings, etc. In many cases, they are connected and constructed by a joint as shown in FIG. That is, as shown in FIG. 5 (A), a tensile bolt joint (flange joint) for connecting the flanges b provided at the ends of the steel pipe a to each other with a plurality of bolts / nuts c, or as shown in FIG. 5 (B). A pair of pipe halves d are fitted between both joint ends of the steel pipe a, and the pair of pipe halves d and the steel pipe a are tightened with a plurality of bolts and nuts e to form a shear bolt joint. They are joined together.
【0003】[0003]
【発明が解決しようとする課題】従来の鋼管の接合構造
において、前記の引張ボルト継手は、鋼管の接合位置が
端部のフランジ部に限られて選択できず、複数のボルト
で引張荷重を受けるためその引張耐力には限界がある。
また、前記の剪断ボルト継手は、複数のボルト穴とボル
ト間に隙間ができてガタが生じるなど接合強度の点で問
題があり、接合部の剛性や締付力に限界があり信頼性に
欠けるなどの課題がある。In the conventional steel pipe joint structure, the tensile bolt joint cannot be selected because the joint position of the steel pipe is limited to the flange portion at the end, and tensile loads are applied by a plurality of bolts. Therefore, the tensile strength is limited.
Further, the shear bolt joint described above has a problem in terms of joint strength such as a gap between a plurality of bolt holes and backlash, which causes play, and the rigidity and tightening force of the joint part are limited and lack reliability. There are issues such as.
【0004】本発明は、上記のような課題に対処するた
めに開発されたものであつて、その目的とする処は、中
実の鋼棒又は連結用鋼棒に鋼管のスリツト付き接合端部
を嵌合しかつ筒形状の締付金具で全面的に均等、強力に
締め込み、接合を容易としその剛性及び引張・圧縮耐力
を高め施工性とともに接合性能、信頼性を向上した鋼管
の接合構造を提供するにある。The present invention was developed in order to solve the above problems, and the object thereof is to provide a solid steel rod or a connecting steel rod with a slitted joint end portion of a steel pipe. The joint structure of steel pipes that fits together and is evenly and strongly tightened over the entire surface with a tubular fastening fitting, facilitating the joining, and increasing its rigidity and tensile / compression strength to improve the workability as well as the joining performance and reliability. To provide.
【0005】[0005]
【課題を解決するための手段】本発明は、建築物におけ
る骨組構造材の鋼管と鋼棒との接合構造において、その
鋼管の接合端部を軸方向のスリツトで複数に分割して、
この鋼管の接合端部を鋼棒の端部に嵌合し、鋼管の接合
端部に筒形状の締付金具を嵌着して複数のボルトで締め
込み、鋼棒の端部に鋼管の接合端部を全周面にわたる均
等かつ強力な締付力で密着して摩擦接合し、又は、鋼管
の接合端部を軸方向のスリツトで複数に分割して、この
鋼管の接合端部を連結用鋼棒の両側に嵌合して連結し、
鋼管の両接合端部間に筒形状の締付金具を嵌着して複数
のボルトで締め込み、連結用鋼棒の両側に鋼管の両接合
端部を全周面にわたる均等かつ強力な締付力で密着して
摩擦接合することにより、施工現場でも容易に精度良く
接合可能とし、中実の鋼棒又は連結用鋼棒に鋼管のスリ
ツト付き接合端部を嵌合して筒形状の締付金具で全面的
に均等、強力に締め込み、接合の剛性及び引張・圧縮耐
力を効果的に高めている。According to the present invention, in a joint structure of a steel pipe and a steel rod of a frame structure material in a building, the joint end portion of the steel pipe is divided into a plurality of slits in the axial direction,
Fit the joining end of this steel pipe to the end of the steel rod, fit the tubular fastening metal fitting to the joining end of the steel pipe, and tighten with multiple bolts to join the steel pipe to the end of the steel rod. The ends are closely and evenly tightened over the entire circumference by frictional joining, or the joint ends of the steel pipe are divided into multiple slits in the axial direction, and the joint ends of this steel pipe are connected. Fit on both sides of the steel rod and connect,
Cylinder-shaped tightening metal fittings are fitted between both joint ends of the steel pipe and tightened with multiple bolts, and both joint ends of the steel pipe are evenly and strongly tightened on both sides of the connecting steel rod over the entire circumferential surface. By closely contacting with force and friction-joining, it is possible to easily and accurately join at the construction site. Cylinder-shaped tightening is achieved by fitting the joint end with slit of the steel pipe to the solid steel rod or the connecting steel rod. The metal fittings are evenly and strongly tightened over the entire surface, effectively increasing the joint rigidity and tensile / compression strength.
【0006】[0006]
【作用】建築物における骨組構造材の鋼管の接合端部を
軸方向のスリツトで複数に分割して、この鋼管の接合端
部を骨組構造材の鋼棒の端部又は連結用鋼棒の両側に嵌
合し、その鋼管の接合端部又はその両接合端部間に筒形
状の締付金具を嵌着して複数のボルトで締め込むことに
より、施工現場でも容易に格別のバラツキもなく精度良
く接合され、また、中実の鋼棒又は連結用鋼棒に嵌合し
た前記の鋼管の接合端部は筒形状の締付金具で全面的に
均等、強力に締め込まれて、この鋼管の接合端部は中実
の鋼棒又は連結用鋼棒の全周面にわたり均等かつ強力な
締付力で密着して摩擦接合されて、優れた接合剛性及び
引張・圧縮耐力を有する摩擦継手として容易に接合され
る。[Operation] The joint end of the steel pipe of the frame structure in the building is divided into a plurality of slits in the axial direction, and the joint end of the steel pipe is divided into the ends of the steel rod of the frame structure or both sides of the connecting steel rod. , And by fitting a tubular tightening metal fitting between the joint ends of the steel pipe or both joint ends and tightening with multiple bolts, it is easy and accurate at the construction site with no particular variations. The joint ends of the steel pipes that are well joined and fitted to the solid steel rods or the connecting steel rods are evenly and strongly tightened over the entire surface with the tubular fastening fittings. The joint ends are closely and frictionally welded over the entire circumference of a solid steel rod or a connecting steel rod with a uniform and strong tightening force, making it easy as a friction joint with excellent joint rigidity and tensile / compression strength. To be joined to.
【0007】[0007]
【実施例】図1(A)(B)に本発明の第1実施例、図
1(C)(D)に第2実施例、図2及び図3に第1実施
例の使用態様、図4に第2実施例の使用態様を示す。図
中1は各種の構築物における骨組構造材の鋼管、2は同
じく骨組構造材の鋼棒、3は鋼管の両接合端部1aに嵌
着する連結用鋼棒、4は鋼管の接合端部1aに周間隔を
置き配設した軸方向のスリツト、5,15は鋼管の接合
端部1a又は両接合端部1a間に嵌装される拡縮径可能
な筒形状の締付金具、5a,15aは締付金具5,15
の1側に形成した締込部、6,7は締込部に挿着して締
め付けるボルト・ナツトであつて、図1(A)(B)に
示す第1実施例は、構築物における骨組構造材の鋼管1
と鋼棒2との接合構造において、鋼管1の接合端部1a
を軸方向のスリツト4で複数に分割して、鋼管1の接合
端部1aを鋼棒2の端部に嵌合し、鋼管1の接合端部1
aに筒形状の締付金具5を嵌着して複数のボルト6で締
め込み、鋼棒2の端部に鋼管1の接合端部1aを全周面
にわたる均等かつ強力な締付力で密着して摩擦接合した
鋼管の接合構造になつている。1 (A) and 1 (B) show a first embodiment of the present invention, FIGS. 1 (C) and 1 (D) show a second embodiment, and FIGS. 2 and 3 show the usage of the first embodiment. 4 shows a usage mode of the second embodiment. In the figure, 1 is a steel pipe of a frame structure material in various constructions, 2 is a steel rod of the same frame structure material, 3 is a connecting steel rod fitted to both joint ends 1a of the steel pipe, and 4 is a joint end portion 1a of the steel pipe. The axial slits are arranged at circumferential intervals, and 5, 5 and 15 are joint ends 1a of the steel pipe or tubular fittings 5a and 15a, which are fitted between the joint ends 1a and are expandable and contractible. Tightening hardware 5,15
The tightening portions formed on one side of the shaft, 6 and 7 are bolts and nuts which are inserted into the tightening portions and tightened. The first embodiment shown in FIGS. 1 (A) and 1 (B) is a frame structure in a structure. Material steel pipe 1
In the joint structure of the steel pipe 2 and the steel rod 2, the joint end portion 1a of the steel pipe 1
Is divided into a plurality of slits 4 in the axial direction, the joint end 1a of the steel pipe 1 is fitted to the end of the steel rod 2, and the joint end 1 of the steel pipe 1 is
A tubular fastening member 5 is fitted to a and tightened with a plurality of bolts 6, and the joining end portion 1a of the steel pipe 1 is closely attached to the end portion of the steel rod 2 over the entire circumferential surface with a uniform and strong tightening force. Then, it has a joint structure of steel pipes that are friction-joined.
【0008】また、図1(C)(D)に示す第2実施例
は、構築物の骨組部材における鋼管1相互の接合構造に
おいて、鋼管1の接合端部1aを軸方向のスリツト4で
複数に分割して、鋼管1の接合端部1aを連結用鋼棒3
の両側に嵌合して連結し、鋼管1の両接合端部1a間に
筒形状の締付金具15を嵌着して複数のボルト6で締め
込み、連結用鋼棒3の両側に鋼管1の両接合端部1aを
全周面にわたる均等かつ強力な締付力で密着して摩擦接
合した鋼管の接合構造になつている。In the second embodiment shown in FIGS. 1C and 1D, in the joint structure of the steel pipes 1 in the frame member of the structure, the joint end portion 1a of the steel pipe 1 is formed into a plurality of slits 4 in the axial direction. Divide the joint end 1a of the steel pipe 1 into the connecting steel rod 3
On both sides of the steel pipe 1 to be connected by fitting a tubular fastening member 15 between both joint ends 1a of the steel pipe 1 and tightening with a plurality of bolts 6. The joint structure of the steel pipe is such that both joint ends 1a are closely and frictionally joined to each other with a uniform and strong tightening force over the entire peripheral surface.
【0009】さらに詳述すると、前記の鋼管1は、各種
の構築物における骨組構造材であつて、図1のようにそ
の接合端部1aに複数のスリツト4を周間隔を置き軸方
向に指向させて設け(図示例はスリツトを十字状に配
設)、接合端部1aを拡縮径可能に分割して、この接合
端部1aをその拡縮径により骨組構造材の鋼棒2の端部
に容易に嵌合可能にしている。なお、スリツト4は、鋼
管1の径に対応して適宜に増減され、比較的に大径の鋼
管1の場合はスリツト4数を増加してその締め付けを容
易にすることができる。また、締付金具5は、その1側
に1対の締込部5aを設けてその拡縮径により締め込み
可能な筒形状とし、鋼管1の接合端部1aのほぼ全長、
全面にわたり嵌着される形状にして、その締込部5aに
複数(図示例は2本)のボルト6を嵌挿しナツト7で締
め込む構造にしている。さらに、連結用鋼棒3(第2実
施例)は、鋼管1の接合端部1aの内部形状に対応した
断面形状、及びその両側に鋼管1の接合端部1aをそれ
ぞれ嵌合する長さに形成している。締付金具15(第2
実施例)は、第1実施例の締付金具5に比べ鋼管1の両
接合端部1a,1aに対応させて長く形成し、ボルト6
の本数を増加(図示例は3本)した構造に特徴を有し、
基本的には同様な構成になつている。More specifically, the steel pipe 1 is a skeleton structural material in various constructions, and as shown in FIG. 1, a plurality of slits 4 are axially oriented at the joint end 1a of the joint. (The slits are arranged in a cross shape in the illustrated example), the joint end portion 1a is divided so that the diameter can be expanded and contracted, and the joint end portion 1a can be easily attached to the end portion of the steel rod 2 of the frame structure by the expansion and contraction diameter. It can be fitted to. It should be noted that the slits 4 are appropriately increased / decreased according to the diameter of the steel pipe 1, and in the case of a steel pipe 1 having a relatively large diameter, the number of slits 4 can be increased to facilitate tightening. Further, the tightening fitting 5 is provided with a pair of tightening portions 5a on one side thereof and has a tubular shape capable of being tightened by its expansion / contraction diameter, and substantially the entire length of the joining end portion 1a of the steel pipe 1,
The entire surface is fitted, and a plurality of (two in the illustrated example) bolts 6 are fitted into the tightening portion 5a and tightened with a nut 7. Further, the connecting steel rod 3 (second embodiment) has a cross-sectional shape corresponding to the internal shape of the joining end portion 1a of the steel pipe 1, and a length at which the joining end portions 1a of the steel pipe 1 are fitted on both sides thereof. Is forming. Tightening fitting 15 (second
In the embodiment, compared with the fastening fitting 5 of the first embodiment, the steel pipe 1 is formed to have a longer length in correspondence with both joint ends 1a and 1a, and the bolt 6
The structure is characterized by increasing the number of
Basically, the configuration is similar.
【0010】前記の第1実施例は、図1(A)(B)に
示すように構築物における骨組構造材の鋼管1と鋼棒2
との接合構造であつて、例えば、その組立、構築に際し
施工現場で、その鋼管1の接合端部1aに複数のスリツ
ト4を配設して拡縮径可能に分割加工し、このスリツト
4付きの接合端部1aを鋼棒2の端部に嵌合して、その
接合端部1aに締付金具5を嵌着して複数(図示例は2
本)のボルト・ナツト6,7で締め込み、締付金具5に
よつて鋼管1のスリツト4付き接合端部1aをほぼ全
長、全面にわたり均等に縮径させて鋼棒2の端部周面に
強力に締め付け嵌着して接合する。即ち、締付金具5に
よつて鋼管1の接合端部1aを中実の鋼棒2の端部周面
にほぼ全長、全面にわたり均等かつ強力な締付力で嵌
合、密着して摩擦接合し、優れた接合剛性及び引張・圧
縮耐力を有する圧着された摩擦継手として容易に精度良
く接合される。In the first embodiment, as shown in FIGS. 1A and 1B, the steel pipe 1 and the steel rod 2 of the frame structure material in the structure.
And a structure for joining the steel pipe 1 with a plurality of slits 4 at the joint end 1a of the steel pipe 1 at the construction site for the assembly and construction of the steel pipe 1. The joining end portion 1a is fitted to the end portion of the steel rod 2, and the fastening metal fitting 5 is fitted to the joining end portion 1a so that a plurality of fitting ends (2 in the illustrated example are shown.
Bolts and nuts 6 and 7), and the joint end portion 1a with the slit 4 of the steel pipe 1 is uniformly reduced over almost the entire surface by the tightening metal fitting 5 so that the peripheral surface of the end portion of the steel rod 2 is reduced. Tighten tightly and bond to. That is, the joint end portion 1a of the steel pipe 1 is fitted to the peripheral surface of the end portion of the solid steel rod 2 by the tightening metal fitting 5 over substantially the entire length and the entire surface thereof with even and strong tightening force, and they are brought into close contact and friction bonded. However, it is easily and accurately joined as a pressure-bonded friction joint having excellent joining rigidity and tensile / compression proof strength.
【0011】例えば、図2に示すように建築物における
骨組構造材の主材(鋼管)11に繋材(鋼管)21を接
合する場合、その主材11に鋼棒22を挿通し、この鋼
棒22の端部に繋材21の接合端部21aを接合した
り、又は、図3に示すような単層ラチスドームにおいて
その骨組構造材の主材(鋼管)31と接合用リング金物
33を接合する場合、主材31の接合端部31aに連結
用の鋼棒32の端部を接合するのに好適であり(図中3
4は連結用ボルト)、前記のように鋼管の接合端部にス
リツト4を配設する程度の比較的に簡単な加工により、
施工現場でも格別の施工のバラツキもなく精度良く、容
易に能率良く接合されるとともに、骨組構造材として要
求される接合剛性及び引張・圧縮耐力が確保され、ま
た、取り外し分解も容易に行われて、各種の簡易構造物
や仮設建物における骨組構造材の接合に好適である。For example, as shown in FIG. 2, when joining a connecting material (steel pipe) 21 to a main material (steel pipe) 11 of a frame structure material in a building, a steel rod 22 is inserted into the main material 11 and this steel is used. The joining end portion 21a of the connecting member 21 is joined to the end portion of the rod 22, or the main material (steel pipe) 31 of the frame structure material and the joining ring metal fitting 33 are joined in a single-layer lattice dome as shown in FIG. In this case, it is suitable to join the end portion of the connecting steel rod 32 to the joint end portion 31a of the main material 31 (3 in the figure).
4 is a connecting bolt), which is a relatively simple process of arranging the slit 4 at the joint end of the steel pipe as described above,
Even at the construction site, there is no particular variation in construction, and the joints are accurately and easily and efficiently joined, and the joint rigidity and tensile / compression proof strength required for the frame structure material are secured, and disassembly and disassembly are easily performed. Suitable for joining various types of simple structures and frame structural materials in temporary buildings.
【0012】また、前記の第2実施例は、図1(C)
(D)に示すように構築物における骨組構造材の鋼管1
相互の接合構造であつて、例えば、その組立、構築に際
し施工現場で、鋼管1の接合端部1aに複数のスリツト
4を配設して拡縮径可能に分割し、このスリツト4付き
接合端部1aを連結用鋼棒3の両側に嵌合して連結し、
この両接合端部1a間に締付金具15を嵌着して複数
(図示例は3本)のボルト・ナツト6,7で締め込み、
この締付金具15によつて鋼管1のスリツト4付き接合
端部1aをほぼ全長、全面にわたり均等に縮径して鋼棒
2の端部周面に強力に締め付け嵌着する。即ち、締付金
具15によつて鋼管1の接合端部1aは中実の連結用鋼
棒3の両側周面にほぼ全長、全面にわたる均等かつ強力
な締付力で嵌合、密着して摩擦接合され、優れた接合剛
性及び引張・圧縮耐力を有する圧着された摩擦接手とし
て容易に精度良く接合される。The second embodiment is shown in FIG. 1 (C).
As shown in (D), the steel pipe 1 of the frame structure material in the structure
Mutual joining structures, for example, when assembling and constructing the same, at the construction site, a plurality of slits 4 are arranged at the joining end 1a of the steel pipe 1 to divide it so that it can be expanded / contracted, and the joining end with this slit 4 is formed. 1a is fitted and connected to both sides of the connecting steel rod 3,
Tightening metal fittings 15 are fitted between the joint ends 1a and tightened with a plurality of (three in the illustrated example) bolts and nuts 6, 7.
By means of the fastening fitting 15, the joint end portion 1a with the slit 4 of the steel pipe 1 is evenly reduced over substantially the entire length and the entire surface, and is strongly tightened and fitted on the peripheral surface of the end portion of the steel rod 2. That is, the joining end portion 1a of the steel pipe 1 is fitted to the both circumferential surfaces of the solid connecting steel rod 3 by the tightening metal fitting 15 over substantially the entire length and the entire surface with a uniform and strong tightening force, and they are brought into close contact with each other to cause friction. The frictional joints are joined to each other easily and accurately as a pressure-bonded friction joint having excellent joining rigidity and tensile / compression proof strength.
【0013】例えば、図4に示すように建築物における
骨組構造材のラチス梁やラチス柱の上弦材(鋼管)又は
下弦材(鋼管)41の両接合端部を接合し、又は、その
斜材(鋼管)51の両接合端部を接合するのに好適であ
り、前記のように鋼管の接合端部にスリツト4を配設す
る程度の比較的に簡単な加工により、施工現場でも格別
の施工のバラツキもなく精度良く、容易に能率良く接合
され、その骨組構造材として要求される接合剛性及び引
張・圧縮耐力が確保されるなど、基本的に第1実施例と
同様な作用、効果が得られる。For example, as shown in FIG. 4, both joint ends of an upper chord member (steel pipe) or a lower chord member (steel pipe) 41 of a lattice beam or a lattice column of a frame structure material in a building are joined, or a diagonal member thereof. It is suitable for joining both joint ends of the (steel pipe) 51, and by the relatively simple processing of arranging the slit 4 at the joint end portion of the steel pipe as described above, a special construction can be performed even at the construction site. It is possible to obtain basically the same actions and effects as those of the first embodiment, such as accurate and easy and efficient joining without variation of the above, and securing the joining rigidity and tensile / compression proof strength required for the frame structure material. To be
【0014】[0014]
【発明の効果】本発明は、前述のように建築物における
骨組構造材の鋼管の接合端部を軸方向のスリツトで複数
に分割して、この鋼管の接合端部を骨組構造材の鋼棒の
端部又は連結用鋼棒の両側に嵌合し、その鋼管の接合端
部又はその両接合端部間に筒形状の締付金具を嵌着して
複数のボルトで締め込むことにより、施工現場でも溶接
作業を必要とせず容易に格別のバラツキもなく精度良く
接合され、また、中実の鋼棒又は連結用鋼棒に嵌合した
前記の鋼管の接合端部は筒形状の締付金具で全面的に均
等、強力に締め込まれて、この鋼管の接合端部は中実の
鋼棒又は連結用鋼棒の全周面にわたり均等かつ強力な締
付力で密着して摩擦接合され、容易に接合されその剛性
及び引張・圧縮耐力を効果的に高め施工性とともに接合
性能、信頼性を向上している。As described above, the present invention divides the joint end portion of the steel pipe of the frame structure material in the building into a plurality of slits in the axial direction and divides the joint end portion of the steel pipe into the steel rod of the frame structure material. By fitting the ends of the steel pipe or both sides of the connecting steel rod, fitting a tubular fastening metal fitting between the joint ends of the steel pipe or both joint ends, and tightening with multiple bolts. It does not require welding work even in the field, it is easily and accurately joined without any variation, and the joint end of the steel pipe fitted to a solid steel rod or a connecting steel rod has a tubular fastening fitting. Is evenly and strongly tightened over the entire surface, and the joint end of this steel pipe is closely and frictionally welded over the entire peripheral surface of the solid steel rod or the connecting steel rod with even and strong tightening force. It is easily joined and its rigidity and tensile / compression proof strength are effectively improved, and joint performance and reliability are improved along with workability. It is.
【図1】本発明の第1実施例を示す側面図(A)とX−
X断面図(B)及び第2実施例の側面図(C)とY−Y
断面図(D)FIG. 1 is a side view (A) and X- showing a first embodiment of the present invention.
X sectional view (B) and side view of the second embodiment (C) and YY
Sectional view (D)
【図2】第1実施例の使用態様を示す平面図FIG. 2 is a plan view showing a mode of use of the first embodiment.
【図3】第1実施例の他の使用態様を示す平面図(A)
とZ−Z断面図(B)FIG. 3 is a plan view (A) showing another usage mode of the first embodiment.
And ZZ cross section (B)
【図4】第2実施例の使用態様を示す側面図FIG. 4 is a side view showing a mode of use of the second embodiment.
【図5】従来例を示す側面図(A)と他の従来例を示す
側面図(B)である。FIG. 5 is a side view (A) showing a conventional example and a side view (B) showing another conventional example.
1 鋼管 1a 接合端部(鋼管) 2 鋼棒 3 連結用鋼棒 4 スリツト 5,15 締付金具 6 ボルト 1 Steel pipe 1a Joint end (steel pipe) 2 Steel rod 3 Steel rod for connection 4 Slit 5,15 Tightening fitting 6 Bolt
───────────────────────────────────────────────────── フロントページの続き (72)発明者 青木 由紀 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 小椋 克也 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 ─────────────────────────────────────────────────── ─── Continued front page (72) Inventor Yuki Aoki 1-25-1 Nishishinjuku, Shinjuku-ku, Tokyo Within Taisei Corporation (72) Inventor Katsuya Ogura 1-25-1 Nishishinjuku, Shinjuku-ku, Tokyo Within Taisei Construction Co., Ltd.
Claims (2)
との接合構造において、同鋼管の接合端部を軸方向のス
リツトで複数に分割して、同鋼管の接合端部を鋼棒の端
部に嵌合し、同鋼管の接合端部に筒形状の締付金具を嵌
着して複数のボルトで締め込み、鋼棒の端部に鋼管の接
合端部を全周面にわたる均等かつ強力な締付力で密着し
て摩擦接合したことを特徴とする鋼管の接合構造。1. In a joint structure between a steel pipe and a steel rod of a frame structure material in a structure, the joint end of the steel pipe is divided into a plurality of slits in the axial direction, and the joint end of the steel pipe is divided into ends of the steel rod. Part of the steel pipe, and a tubular fastening metal fitting is fitted to the joint end of the steel pipe and tightened with multiple bolts, and the joint end of the steel pipe is evenly and strongly applied to the end of the steel rod over the entire circumference. A steel pipe joint structure characterized in that they are closely joined and frictionally joined together with various tightening forces.
接合構造において、同鋼管の接合端部を軸方向のスリツ
トで複数に分割して、同鋼管の接合端部を連結用鋼棒の
両側に嵌合して連結し、同鋼管の両接合端部間に筒形状
の締付金具を嵌着して複数のボルトで締め込み、連結用
鋼棒の両側に鋼管の両接合端部を全周面にわたる均等か
つ強力な締付力で密着して摩擦接合したことを特徴とす
る鋼管の接合構造。2. In a joint structure of steel pipes of a frame structure material in a structure, a joint end portion of the steel pipe is divided into a plurality of slits in an axial direction, and the joint end portions of the steel pipe are arranged on both sides of a connecting steel rod. Fit and connect, fit a tubular clamp between both joint ends of the steel pipe, and tighten with multiple bolts.Enclose both joint ends of the steel pipe around both sides of the connecting steel rod. A steel pipe joint structure characterized in that it is closely and frictionally joined with a uniform and strong tightening force across the surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1885494A JPH07207771A (en) | 1994-01-20 | 1994-01-20 | Steel pipe joining structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1885494A JPH07207771A (en) | 1994-01-20 | 1994-01-20 | Steel pipe joining structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH07207771A true JPH07207771A (en) | 1995-08-08 |
Family
ID=11983131
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1885494A Pending JPH07207771A (en) | 1994-01-20 | 1994-01-20 | Steel pipe joining structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH07207771A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101936322A (en) * | 2010-08-17 | 2011-01-05 | 大连阿尔滨集团有限公司 | Connecting device for threading steel pipe joints |
CN105019561A (en) * | 2015-07-30 | 2015-11-04 | 中国人民解放军理工大学 | Meshing connector used for connecting composite materials |
CN105401784A (en) * | 2015-12-14 | 2016-03-16 | 张家港博盛金属制品有限公司 | Fence connection assembly |
JP2019078122A (en) * | 2017-10-27 | 2019-05-23 | 東日本旅客鉄道株式会社 | Steel pipe joint structure |
-
1994
- 1994-01-20 JP JP1885494A patent/JPH07207771A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101936322A (en) * | 2010-08-17 | 2011-01-05 | 大连阿尔滨集团有限公司 | Connecting device for threading steel pipe joints |
CN105019561A (en) * | 2015-07-30 | 2015-11-04 | 中国人民解放军理工大学 | Meshing connector used for connecting composite materials |
CN105019561B (en) * | 2015-07-30 | 2017-05-03 | 中国人民解放军理工大学 | Meshing connector used for connecting composite materials |
CN105401784A (en) * | 2015-12-14 | 2016-03-16 | 张家港博盛金属制品有限公司 | Fence connection assembly |
JP2019078122A (en) * | 2017-10-27 | 2019-05-23 | 東日本旅客鉄道株式会社 | Steel pipe joint structure |
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