[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

JP7144273B2 - Connection structure of construction members - Google Patents

Connection structure of construction members Download PDF

Info

Publication number
JP7144273B2
JP7144273B2 JP2018192363A JP2018192363A JP7144273B2 JP 7144273 B2 JP7144273 B2 JP 7144273B2 JP 2018192363 A JP2018192363 A JP 2018192363A JP 2018192363 A JP2018192363 A JP 2018192363A JP 7144273 B2 JP7144273 B2 JP 7144273B2
Authority
JP
Japan
Prior art keywords
pair
construction
construction members
clamping piece
clamping
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.)
Active
Application number
JP2018192363A
Other languages
Japanese (ja)
Other versions
JP2020060054A (en
Inventor
清志 荒谷
澄夫 津川
亮太 五十嵐
清人 増村
努 江良
将弘 中島
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.)
Takenaka Corp
Original Assignee
Takenaka Corp
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 Takenaka Corp filed Critical Takenaka Corp
Priority to JP2018192363A priority Critical patent/JP7144273B2/en
Publication of JP2020060054A publication Critical patent/JP2020060054A/en
Application granted granted Critical
Publication of JP7144273B2 publication Critical patent/JP7144273B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Description

本発明は、建設部材の接続構造に関する。 The present invention relates to a connecting structure for construction members.

従来から、一対の建設部材を接続するための技術の一つとして、一対の鋼製の建設部材の端面同士を突き合わせるように配置し、これら端面の一部を溶接することによって一対の建設部材を接続する技術が提案されている(例えば、特許文献1参照)。 Conventionally, as one of the techniques for connecting a pair of construction members, a pair of construction members are arranged by arranging the end surfaces of a pair of steel construction members so as to face each other and welding a part of these end surfaces. is proposed (see, for example, Patent Document 1).

特開平08-090223号公報JP-A-08-090223

しかしながら、上述した従来の技術においては、一対の鋼製の建設部材の端面の一部を溶接することによって一対の建設部材を接続するので、当該溶接する際に多大な作業手間(例えば、溶接作業の手間に加えて、準備作業(一例として、溶接機の搬入作業、キャブタイヤケーブルの配線作業、火気又は感電養生のための作業等)の手間を要すると共に、溶接時に発生する火花等によって火災や感電災害が発生するおそれがあった。したがって、作業性や安全性の観点からは改善の余地があった。 However, in the above-described conventional technique, a pair of construction members are connected by welding a part of the end faces of the pair of steel construction members. In addition to the time and effort of , preparation work (for example, welding machine loading work, cabtyre cable wiring work, work for fire or electric shock protection, etc.) is required, and sparks generated during welding can cause fires. There was a danger of electric shock, and there was room for improvement in terms of workability and safety.

本発明は、上記に鑑みてなされたものであって、作業性を高めながら作業現場の安全性を確保しやすくなる、建設部材の接続構造を提供することを目的とする。 SUMMARY OF THE INVENTION It is an object of the present invention to provide a connection structure for construction members that facilitates ensuring safety at a work site while enhancing workability.

上述した課題を解決し、目的を達成するために、請求項1に記載の建設部材の接続構造は、一対の建設部材であり、当該一対の建設部材の端面同士を突き合わせるように設けられた一対の建設部材同士を接続するための接続構造であって、前記一対の建設部材のいずれか一方に設けられた当接手段であって、前記一対の建設部材のいずれか他方と当接するように前記一対の建設部材のいずれか他方に向けて張り出された当接手段と、前記当接手段と前記一対の建設部材のいずれか他方とを重ねて挟持するための挟持手段と、を備え、前記一対の建設部材のいずれか一方の端面であって、前記一対の建設部材のいずれか他方側に位置する端面を、前記一対の建設部材のいずれか一方の内側から外側に至るにつれて前記当接手段側に向けて傾斜するように形成し、前記一対の建設部材のいずれか他方の端面であって、前記一対の建設部材のいずれか一方側に位置する端面を、前記一対の建設部材のいずれか他方の厚さ方向に沿うような平坦な面に形成し、前記挟持手段は、前記当接手段と当接可能な位置に設けられた第1挟持片と、前記一対の建設部材のいずれか他方の側面のうち前記当接手段と当接する側面とは反対側の側面と当接可能な位置に設けられた第2挟持片と、前記第1挟持片及び前記第2挟持片によって前記当接手段と前記一対の建設部材のいずれか他方とが挟み込まれた状態で、所定の圧力で前記第1挟持片及び前記第2挟持片を締め付けるための締付部と、を備え、前記第1挟持片及び前記第2挟持片を、前記締付部に対して回動自在に取り付け、前記第2挟持片を、側面形状がL字状である板状体に形成することにより、前記第1挟持片及び前記第2挟持片によって前記当接手段と前記一対の建設部材の他方が挟持可能な位置から挟持不能な位置まで前記第1挟持片及び前記第2挟持片を180度回動させた際に、前記第2挟持片のL字の縦棒部分と前記一対の建設部材の他方の端面であってYZ平面と平行な端面とが当接可能とすると共に、前記挟持不能な位置から前記挟持可能な位置まで前記第1挟持片及び前記第2挟持片を180度回動させた際に、前記第2挟持片のL字の横棒部分と前記一対の建設部材の他方とが当接可能とした。 In order to solve the above-described problems and achieve the object, the connection structure for construction members according to claim 1 is a pair of construction members, and is provided so that the end surfaces of the pair of construction members are butted against each other. A connecting structure for connecting a pair of construction members, wherein abutment means provided on one of the pair of construction members so as to abut on the other of the pair of construction members. abutment means projecting toward the other of the pair of construction members; and clamping means for overlapping and clamping the abutment means and the other of the pair of construction members; The end face of one of the pair of construction members, which is located on the other side of the pair of construction members, is brought into contact with the end face of one of the pair of construction members from the inner side to the outer side of the pair of construction members. It is formed so as to incline toward the means side, and the other end face of the pair of construction members, the end face located on either one side of the pair of construction members, is inclined toward the means side. or the other is formed on a flat surface along the thickness direction, and the clamping means is either a first clamping piece provided at a position capable of coming into contact with the contact means, or the pair of construction members. A second holding piece provided at a position capable of coming into contact with a side surface of the other side surface opposite to the side surface that comes into contact with the contacting means, and the first holding piece and the second holding piece. a clamping portion for clamping the first clamping piece and the second clamping piece with a predetermined pressure in a state where the means and the other of the pair of construction members are clamped, wherein the first clamping The first clamping piece and the second clamping piece are rotatably attached to the tightening portion, and the second clamping piece is formed into a plate-like body having an L-shaped side surface. When the first clamping piece and the second clamping piece are rotated 180 degrees from a position where the contact means and the other of the pair of construction members can be clamped by the piece and the second clamping piece to a position where they can not be clamped. (2) the L-shaped vertical rod portion of the second clamping piece and the other end surface of the pair of construction members parallel to the YZ plane can abut against each other; When the first clamping piece and the second clamping piece are rotated 180 degrees to a possible position, the L-shaped horizontal bar portion of the second clamping piece can contact the other of the pair of construction members. and

請求項2に記載の建設部材の接続構造は、請求項1に記載の建設部材の接続構造において、前記締付部は、長尺なボルト本体と、前記ボルト本体の長手方向の一方の端部に設けられたヘッド部とを有するボルトと、前記ボルト本体に対して挿通可能なナットと、を備えた。 The connection structure for construction members according to claim 2 is the connection structure for construction members according to claim 1, wherein the tightening portion comprises a long bolt body and one longitudinal end of the bolt body. and a nut that can be inserted into the bolt body.

請求項3に記載の建設部材の接続構造は、請求項1又は2に記載の建設部材の接続構造において、前記当接手段を、玉掛用器具と接続可能に構成した。 According to claim 3, there is provided a connection structure for construction members according to claim 1 or 2 , wherein the abutment means is connectable to a slinging tool.

請求項1に記載の建設部材の接続構造によれば、一対の建設部材のいずれか一方に設けられた当接手段であって、一対の建設部材のいずれか他方と当接するように一対の建設部材のいずれか他方に向けて張り出された当接手段と、当接手段と一対の建設部材のいずれか他方とを重ねて挟持するための挟持手段と、を備えたので、挟持手段によって当接手段と一対の建設部材のいずれか他方とを重ねて挟持することで一対の建設部材同士を接続できる。よって、従来技術(一対の建設部材を溶接によって接続する技術)に比べて、一対の建設部材同士を接続する際の作業手間を軽減でき、作業性を高めることができる。また、一対の建設部材同士を接続する際に火花等が発生しないので、当該火花等に伴って火災や感電災害が発生することを回避できることから、当該接続を行う作業現場の安全性を確保しやすくなる。
また、挟持手段が、第1挟持片及び第2挟持片によって当接手段と一対の建設部材のいずれか他方とが挟み込まれた状態で、所定の圧力で第1挟持片及び第2挟持片を締め付けるための締付部を備えたので、第1挟持片及び第2挟持片によって当接手段と一対の建設部材のいずれか他方とが挟み込まれた状態で、締付部によって所定の圧力で第1挟持片及び第2挟持片を締め付けることができ、一対の建設部材同士を比較的強固に接続することが可能となる。
また、第1挟持片及び第2挟持片を、締付部に対して回動自在に取り付けたので、状況に応じて第1挟持片及び第2挟持片を締付部に対して回動させることができ、第1挟持片及び第2挟持片によって一対の建設部材の少なくともいずれか一方の設置が阻害されることを回避できる。
According to the connection structure for construction members according to claim 1, the abutment means provided on either one of the pair of construction members, the pair of construction members being in contact with the other of the pair of construction members. Since the abutting means projecting toward the other of the members and the holding means for overlapping and holding the abutting means and the other one of the pair of construction members are provided, A pair of construction members can be connected to each other by overlapping and holding the contact means and the other of the pair of construction members. Therefore, as compared with the conventional technology (technique for connecting a pair of construction members by welding), it is possible to reduce the labor required for connecting a pair of construction members and improve workability. In addition, since no sparks are generated when connecting a pair of construction members, it is possible to avoid the occurrence of fires and electric shocks due to the sparks, etc. easier.
Further, the clamping means is configured to clamp the first clamping piece and the second clamping piece with a predetermined pressure in a state in which the contacting means and the other of the pair of construction members are clamped by the first clamping piece and the second clamping piece. Since the tightening portion for tightening is provided, in a state in which the abutment means and the other of the pair of construction members are sandwiched between the first clamping piece and the second clamping piece, the tightening portion applies a predetermined pressure to the second construction member. The first clamping piece and the second clamping piece can be tightened, making it possible to connect the pair of construction members relatively firmly.
Further, since the first clamping piece and the second clamping piece are rotatably attached to the tightening portion, the first clamping piece and the second clamping piece are rotated relative to the tightening portion according to the situation. Therefore, it is possible to prevent the installation of at least one of the pair of construction members from being hindered by the first clamping piece and the second clamping piece.

請求項2に記載の建設部材の接続構造によれば、締付部が、長尺なボルト本体と、ボルト本体の長手方向の一方の端部に設けられたヘッド部とを有するボルトと、ボルト本体に対して挿通可能なナットと、を備えたので、締付部を既製の部材を用いて簡易に構成でき、締付部の製造性を高めることができる。 According to the connection structure for construction members according to claim 2, the bolt has an elongated bolt body and a head portion provided at one end in the longitudinal direction of the bolt body, and the bolt and a nut that can be inserted into the main body, the tightening portion can be easily configured using ready-made members, and the manufacturability of the tightening portion can be improved.

請求項3に記載の建設部材の接続構造によれば、当接手段を玉掛用器具と接続可能に構成したので、当接手段と玉掛用器具とを接続することができ、一対の建設部材のいずれか一方に玉掛用器具を取り付けるための取付部材を別途設ける必要がなくなるため、一対の建設部材のいずれか一方の製造性を維持しやすくなる。 According to the structure for connecting construction members according to claim 3, since the abutting means is configured to be connectable with the slinging tool, the abutting means and the slinging tool can be connected, and the pair of construction members can be connected. Since there is no need to separately provide a mounting member for mounting the slinging tool to either one, it becomes easier to maintain the manufacturability of either one of the pair of construction members.

本発明の実施の形態に係る第1建設部材と第2建設部材とを接続した状態を示す斜視図である。FIG. 4 is a perspective view showing a state in which the first construction member and the second construction member are connected according to the embodiment of the present invention; 図1のA領域の拡大図であり、(a)は正面図、(b)は平面図である。It is an enlarged view of the A area|region of FIG. 1, (a) is a front view, (b) is a top view. 第1挟持片を示す図であり、(a)は正面図、(b)は平面図である。It is a figure which shows a 1st clamping piece, (a) is a front view, (b) is a top view. 第2挟持片を示す図であり、(a)は正面図、(b)は平面図である。It is a figure which shows the 2nd clamping piece, (a) is a front view, (b) is a top view. 接続方法の取付工程を示す図であり、(a)は図2(a)に対応する領域を示す図、(b)は図2(b)に対応する領域を示す図である。It is a figure which shows the attachment process of a connection method, (a) is a figure which shows the area|region corresponding to Fig.2 (a), (b) is a figure which shows the area|region corresponding to FIG.2(b). 接続方法の載置工程を示す図であり、(a)は図2(a)に対応する領域を示す図、(b)は図2(b)に対応する領域を示す図である。It is a figure which shows the mounting process of a connection method, (a) is a figure which shows the area|region corresponding to Fig.2 (a), (b) is a figure which shows the area|region corresponding to FIG.2(b).

以下に添付図面を参照して、この発明に係る建設部材の接続構造の実施の形態を詳細に説明する。まず、〔I〕実施の形態の基本的概念を説明した後、〔II〕実施の形態の具体的内容について説明し、最後に、〔III〕実施の形態に対する変形例について説明する。ただし、実施の形態によって本発明が限定されるものではない。 DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Exemplary embodiments of a connection structure for construction members according to the present invention will be described in detail below with reference to the accompanying drawings. First, [I] the basic concept of the embodiment will be explained, then [II] the specific contents of the embodiment will be explained, and finally [III] modifications of the embodiment will be explained. However, the present invention is not limited by the embodiment.

〔I〕実施の形態の基本的概念
まず、実施の形態の基本的概念について説明する。実施の形態は、概略的に、一対の建設部材であり、当該一対の建設部材の端面同士を相互に間隔を隔てて突き合わせるように設けられた一対の建設部材同士を接続するための接続構造に関するものである。ここで、「建設部材」とは、建設物を構成する部材を意味し、例えば、床材、梁材、柱材、壁材等を含む概念である。また、「建設物」の具体的な構造や種類は任意であるが、例えば、オフィスビルや商業施設等の建築構造物や橋等の土木構造物等を含む概念である。
[I] Basic concept of the embodiment First, the basic concept of the embodiment will be described. An embodiment is generally a pair of construction members, and a connection structure for connecting a pair of construction members provided so that the end surfaces of the pair of construction members are butted against each other with a space therebetween. It is about. Here, the term "construction member" means a member that constitutes a building, and is a concept that includes, for example, floor materials, beam materials, pillar materials, wall materials, and the like. Further, although the specific structure and type of "construction" are arbitrary, the concept includes, for example, architectural structures such as office buildings and commercial facilities, civil engineering structures such as bridges, and the like.

〔II〕実施の形態の具体的内容
次に、実施の形態の具体的内容について説明する。
[II] Specific contents of the embodiment Next, specific contents of the embodiment will be described.

(構成)
最初に、接続構造の構成と、この接続構造が適用される第1建設部材10及び第2建設部材20a、20bの構成とについて説明する。
(Constitution)
First, the configuration of the connection structure and the configurations of the first construction member 10 and the second construction members 20a, 20b to which this connection structure is applied will be described.

(構成-第1建設部材)
まず、第1建設部材10の構成について説明する。図1は、本発明の実施の形態に係る第1建設部材と第2建設部材とを接続した状態を示す斜視図である。図2は、図1のA領域の拡大図であり、(a)は正面図、(b)は平面図である。以下の説明では、図1のX方向を第1建設部材10の左右方向(-X方向を第1建設部材10の左方向、+X方向を第1建設部材10の右方向)、図1のY方向を第1建設部材10の前後方向(+Y方向を第1建設部材10の前方向、-Y方向を第1建設部材10の後方向)、図1のZ方向を第1建設部材10の上下方向(+Z方向を第1建設部材10の上方向、-Z方向を第1建設部材10の下方向)と称する。
(Composition - 1st construction member)
First, the configuration of the first construction member 10 will be described. FIG. 1 is a perspective view showing a state in which a first construction member and a second construction member are connected according to an embodiment of the present invention. FIG. 2 is an enlarged view of area A in FIG. 1, where (a) is a front view and (b) is a plan view. In the following description, the X direction in FIG. The direction is the front-rear direction of the first construction member 10 (the +Y direction is the front direction of the first construction member 10, and the -Y direction is the rearward direction of the first construction member 10), and the Z direction in FIG. Directions (+Z direction is the upward direction of the first construction member 10, -Z direction is the downward direction of the first construction member 10).

第1建設部材10は、図示しない建築構造物(例えば、オフィスビル等)を構成する建設部材である。この第1建設部材10は、例えば公知の建築用床材(一例として、長尺な鋼製のデッキプレート)等を用いて構成され、平面形状が長方形状に設定されており、図1、図2に示すように、第1建設部材10の長手方向が前後方向に略沿うように略水平に配置されている。 The first construction member 10 is a construction member that constitutes an unillustrated architectural structure (for example, an office building, etc.). The first construction member 10 is made of, for example, a known construction floor material (eg, a long steel deck plate), and has a rectangular planar shape. 2, the first construction member 10 is arranged substantially horizontally so that the longitudinal direction of the first construction member 10 substantially extends along the front-rear direction.

また、第1建設部材10の具体的な構成については任意であるが、実施の形態では、第1建設部材10の左端面及び右端面が略傾斜状に形成されており、具体的には、図1、図2(a)に示すように、左右方向の内側から外側に至るにつれて上方に傾斜するように形成されている。ただし、これに限らず、例えば、第1建設部材10の左端面及び右端面が上下方向に沿うような平坦な側面に形成されてもよい。 Although the specific configuration of the first construction member 10 is arbitrary, in the embodiment, the left end surface and the right end surface of the first construction member 10 are formed in a substantially inclined shape. As shown in FIGS. 1 and 2(a), it is formed so as to incline upward from the inner side to the outer side in the left-right direction. However, the present invention is not limited to this, and for example, the left end surface and the right end surface of the first construction member 10 may be formed as flat side surfaces along the vertical direction.

(構成-第2建設部材)
図1に戻り、次に、第2建設部材20a、20bの構成について説明する。第2建設部材20a、20bは、建築構造物を構成する建設部材であって、第1建設部材10を支持するための建設部材である。この第2建設部材20a、20bは、例えば公知の建築用梁材(一例として、H形鋼からなる長尺な梁材)等を用いて構成されており、具体的には、図1に示すように、板状の上フランジ部21、板状の下フランジ部22と、これら上フランジ部21と下フランジ部22とを接続する板状のウェブ部23とをそれぞれ備えている。また、図1に示すように、第2建設部材20aは第1建設部材10の左側に設けられており、第2建設部材20bは第1建設部材10の右側に設けられており、具体的には、第2建設部材20a、20bの長手方向が前後方向に沿うように設置面(図示省略)に対して載置されている。
(Construction-Second construction member)
Returning to FIG. 1, next, the configuration of the second construction members 20a, 20b will be described. The second construction members 20a and 20b are construction members that form a building structure and support the first construction member 10. As shown in FIG. The second construction members 20a and 20b are configured using, for example, known construction beams (as an example, long beams made of H-shaped steel) or the like, and are specifically shown in FIG. , a plate-like upper flange portion 21, a plate-like lower flange portion 22, and a plate-like web portion 23 connecting the upper flange portion 21 and the lower flange portion 22, respectively. Further, as shown in FIG. 1, the second construction member 20a is provided on the left side of the first construction member 10, and the second construction member 20b is provided on the right side of the first construction member 10. Specifically, are placed on an installation surface (not shown) so that the longitudinal direction of the second construction members 20a and 20b extends along the front-rear direction.

また、第2建設部材20a、20bの具体的な大きさについては任意であるが、実施の形態では、以下の通りに設定している。すなわち、図1に示すように、第2建設部材20a、20bの左右方向の長さについては、第1建設部材10の左右方向の長さよりも短く設定している。また、第2建設部材20a、20bの前後方向の長さについては、第1建設部材10の前後方向の長さよりも長く(又は略同一)に設定している。また、第2建設部材20a、20bの上下方向の長さについては、第1建設部材10の上下方向の長さよりも長く設定している。より具体的には、第2建設部材20a、20bの上フランジ部21及び下フランジ部22の各々の上下方向の長さについては、第1建設部材10の上下方向の長さよりも短く設定しており、第2建設部材20a、20bのウェブ部23の各々の上下方向の長さについては、第1建設部材10の上下方向の長さよりも長く設定している。 Further, although the specific sizes of the second construction members 20a and 20b are arbitrary, they are set as follows in the embodiment. That is, as shown in FIG. 1, the length of the second construction members 20a and 20b in the left-right direction is set shorter than the length of the first construction member 10 in the left-right direction. In addition, the longitudinal length of the second construction members 20a and 20b is set to be longer than (or substantially the same as) the length of the first construction member 10 in the longitudinal direction. Further, the vertical length of the second construction members 20a and 20b is set longer than the vertical length of the first construction member 10. As shown in FIG. More specifically, the vertical length of each of the upper flange portion 21 and the lower flange portion 22 of the second construction members 20 a and 20 b is set shorter than the vertical length of the first construction member 10 . The vertical length of each of the web portions 23 of the second construction members 20a and 20b is set longer than the vertical length of the first construction member 10. As shown in FIG.

また、第1建設部材10及び第2建設部材20a、20bの設置方法については任意であるが、実施の形態では、第1建設部材10の端面と第2建設部材20a、20bの各々の端面同士を突き合わせるように設置している。具体的には、図1、図2(a)に示すように、第1建設部材10の左端面と第2建設部材20aの上フランジ部21の右端面とが対向するように、第1建設部材10と第2建設部材20aとを相互に間隔を隔てて設置している。また、図1に示すように、第1建設部材10の右端面と第2建設部材20bの上フランジ部21の左端面とが対向するように、第1建設部材10と第2建設部材20bとを相互に間隔を隔てて設置している。なお、上述した「第1建設部材10」及び「第2建設部材20a」を含むものや、上述した「第1建設部材10」及び「第2建設部材20b」を含むものは、特許請求の範囲における「一対の建設部材」に対応する。 The first construction member 10 and the second construction members 20a and 20b may be installed by any method. are installed so that they face each other. Specifically, as shown in FIGS. 1 and 2A, the first construction member 10 is arranged so that the left end surface of the first construction member 10 and the right end surface of the upper flange portion 21 of the second construction member 20a face each other. The member 10 and the second construction member 20a are spaced apart from each other. 1, the first construction member 10 and the second construction member 20b are arranged so that the right end surface of the first construction member 10 faces the left end surface of the upper flange portion 21 of the second construction member 20b. are spaced apart from each other. In addition, what includes the above-described "first construction member 10" and "second construction member 20a" and what includes the above-described "first construction member 10" and "second construction member 20b" are not included in the scope of claims. corresponds to "a pair of construction members" in

(構成-接続構造)
図1に戻り、次に、接続構造について説明する。接続構造は、一対の建設部材同士を接続するための構造である。この接続構造は、実施の形態では、第1建設部材10と第2建設部材20aとを接続するための第1接続構造と、第1建設部材10と第2建設部材20bとを接続するための第2接続構造とを備えている。ただし、第1接続構造及び第2接続構造の各々の構成はそれぞれ略同一であるので、以下では、第1接続構造の構成のみについて説明することとする。
(Configuration - connection structure)
Returning to FIG. 1, the connection structure will now be described. A connection structure is a structure for connecting a pair of construction members. In the embodiment, the connection structure includes a first connection structure for connecting the first construction member 10 and the second construction member 20a, and a first connection structure for connecting the first construction member 10 and the second construction member 20b. and a second connection structure. However, since the configurations of the first connection structure and the second connection structure are substantially the same, only the configuration of the first connection structure will be described below.

この第1接続構造の特徴については、図1、図2に示すように、当接部30及び挟持部40を備えている。 As for the feature of this first connection structure, as shown in FIGS.

(構成-接続構造-当接部)
図1に戻り、当接部30は、第1建設部材10又は第2建設部材20aのいずれか一方と当接するための当接手段である。この当接部30は、略平坦な板状体(いわゆるフラットバー)にて形成されており、図2に示すように、第1建設部材10において略水平に設けられている。
(Configuration - Connection structure - Abutment part)
Returning to FIG. 1, the contact portion 30 is contact means for contacting either the first construction member 10 or the second construction member 20a. The contact portion 30 is formed of a substantially flat plate-like body (a so-called flat bar), and is provided substantially horizontally on the first construction member 10 as shown in FIG.

また、当接部30の形状及び大きさについては、第1建設部材10を当接部30を介して第2建設部材20aに載置できる限り任意に設定することができるが、実施の形態では以下の通りに設定している。すなわち、図1、図2に示すように、当接部30の平面形状については、略長方形状に設定している。また、当接部30の左右方向の長さについては、第1建設部材10の左右方向の長さよりも短く設定している。また、当接部30の前後方向の長さについては、第1建設部材10の前後方向の長さと略同一に設定している。また、当接部30の上下方向の長さについては、第1建設部材10の上下方向の長さよりも短く設定している。 The shape and size of the contact portion 30 can be arbitrarily set as long as the first construction member 10 can be placed on the second construction member 20a via the contact portion 30. It is set as follows. That is, as shown in FIGS. 1 and 2, the planar shape of the contact portion 30 is set to be substantially rectangular. The length of the contact portion 30 in the left-right direction is set shorter than the length of the first construction member 10 in the left-right direction. The length of the contact portion 30 in the front-rear direction is set substantially equal to the length in the front-rear direction of the first construction member 10 . The length of the contact portion 30 in the vertical direction is set shorter than the length of the first construction member 10 in the vertical direction.

また、当接部30の設置方法については任意であるが、実施の形態では、第2建設部材20aと当接するように第2建設部材20aに向けて張り出されることにより、設置している。具体的には、図2に示すように、第2建設部材20aの上フランジ部21の上面と当接するように、第1建設部材10の左端部の上側部分から第2建設部材20aに向けて張り出されることにより、設置している。 In addition, although the method of installing the contact portion 30 is arbitrary, in the embodiment, the contact portion 30 is installed by projecting toward the second construction member 20a so as to contact the second construction member 20a. Specifically, as shown in FIG. 2, from the upper part of the left end of the first construction member 10 toward the second construction member 20a so as to abut on the upper surface of the upper flange portion 21 of the second construction member 20a. It is installed by being protruded.

また、当接部30の形成方法については任意であるが、実施の形態では、当接部30と第1建設部材10とを一体に形成している。これにより、当接部30を第1建設部材10に取り付ける手間を省略でき、第1接続構造の製造性を高めることができる。ただし、これに限らず、当接部30と第1建設部材10と別体に形成し、当接部30を第1建設部材10に対して固定具等によって固定してもよい。 Moreover, although the method of forming the contact portion 30 is arbitrary, in the embodiment, the contact portion 30 and the first construction member 10 are integrally formed. As a result, it is possible to omit the trouble of attaching the contact portion 30 to the first construction member 10, and it is possible to improve the manufacturability of the first connection structure. However, the present invention is not limited to this, and the contact portion 30 and the first construction member 10 may be formed separately, and the contact portion 30 may be fixed to the first construction member 10 with a fixture or the like.

(構成-接続構造-挟持部)
図3は、後述する第1挟持片50を示す図であり、(a)は正面図、(b)は平面図である。図4は、後述する第2挟持片60を示す図であり、(a)は正面図、(b)は平面図である。図1に戻り、挟持部40は、当接部30と第2建設部材20aとを重ねて挟持するための挟持手段である。この挟持部40は、図1に示すように当接部30において相互に間隔を隔てて前後方向に沿って複数並設されており、図2に示すように第1挟持片50、第2挟持片60、及び締付部70を備えている。
(Configuration - connection structure - clamping part)
3A and 3B are views showing a first holding piece 50, which will be described later, in which FIG. 3A is a front view and FIG. 3B is a plan view. 4A and 4B are views showing a second holding piece 60, which will be described later, in which FIG. 4A is a front view and FIG. 4B is a plan view. Returning to FIG. 1, the holding portion 40 is a holding means for overlapping and holding the contact portion 30 and the second construction member 20a. As shown in FIG. 1, a plurality of clamping portions 40 are arranged side by side in the front-rear direction at intervals at the contact portion 30. As shown in FIG. It has a strip 60 and a clamping part 70 .

(構成-接続構造-挟持部-第1挟持片)
第1挟持片50は、挟持部40の基本構造体の一部である。この第1挟持片50は、略平坦な板状体にて形成されており、当接部30と当接可能な位置に設けられている。具体的には、図2に示すように、当接部30の上方側において、第1挟持片50の下面が当接部30の上面と当接可能な位置に配置されている。
(Configuration-connection structure-clamping portion-first clamping piece)
The first clamping piece 50 is part of the basic structure of the clamping section 40 . The first holding piece 50 is formed of a substantially flat plate-like body and provided at a position where it can come into contact with the contact portion 30 . Specifically, as shown in FIG. 2 , on the upper side of the contact portion 30 , the lower surface of the first holding piece 50 is arranged at a position where it can contact the upper surface of the contact portion 30 .

また、第1挟持片50の形状及び大きさについては任意であるが、実施の形態では以下の通りに設定している。すなわち、図2、図3に示すように、第1挟持片50の平面形状については、略矩形状に設定している。また、第1挟持片50の左右方向の長さについては、当接部30の左右方向の長さと略同一(又は短く)に設定している。また、第1挟持片50の前後方向の長さについては、当接部30の前後方向の長さよりも短く設定している。また、第1挟持片50の厚さについては、当接部30の上下方向の長さと略同一(又は薄く)設定している。 Further, although the shape and size of the first holding piece 50 are arbitrary, they are set as follows in the embodiment. That is, as shown in FIGS. 2 and 3, the planar shape of the first clamping piece 50 is set to be substantially rectangular. Further, the length of the first holding piece 50 in the left-right direction is set substantially equal to (or shorter than) the length of the contact portion 30 in the left-right direction. Further, the length of the first clamping piece 50 in the front-rear direction is set shorter than the length of the contact portion 30 in the front-rear direction. Also, the thickness of the first holding piece 50 is set to be substantially the same (or thinner) than the vertical length of the contact portion 30 .

(構成-接続構造-挟持部-第2挟持片)
図2に戻り、第2挟持片60は、挟持部40の基本構造体の他の一部である。この第2挟持片60は、X-Z平面に沿った断面形状がL字状である板状体にて形成されており、第2建設部材20aの側面のうち当接部30と当接する側面とは反対側の側面と当接可能な位置に設けられている。具体的には、図2(a)に示すように、当接部30の下方側において、第2挟持片60におけるL字状の横棒部分の上面が第2建設部材20aの下面と当接可能な位置に設けられている。
(Configuration-connection structure-clamping portion-second clamping piece)
Returning to FIG. 2 , the second clamping piece 60 is another part of the basic structure of the clamping section 40 . The second holding piece 60 is formed of a plate-like body having an L-shaped cross section along the XZ plane, and the side surface of the second construction member 20a that contacts the contact portion 30 It is provided at a position where it can come into contact with the side surface on the opposite side. Specifically, as shown in FIG. 2A, on the lower side of the contact portion 30, the upper surface of the L-shaped horizontal rod portion of the second holding piece 60 contacts the lower surface of the second construction member 20a. located where possible.

また、第2挟持片60の大きさについては任意であるが、実施の形態では以下の通りに設定している。すなわち、図2(a)、図4に示すように、第2挟持片60の左右方向の長さについては、当接部30の左右方向の長さと略同一(又は短く)に設定している。また、第2挟持片60の前後方向の長さについては、当接部30の前後方向の長さよりも短く設定している。また、第2挟持片60の厚さについては、当接部30の上下方向の長さと略同一(又は薄く)設定している。 Moreover, although the size of the second holding piece 60 is arbitrary, it is set as follows in the embodiment. That is, as shown in FIGS. 2A and 4, the length of the second clamping piece 60 in the left-right direction is set substantially equal to (or shorter than) the length of the contact portion 30 in the left-right direction. . Further, the length of the second holding piece 60 in the front-rear direction is set shorter than the length of the contact portion 30 in the front-rear direction. Also, the thickness of the second holding piece 60 is set to be substantially the same (or thinner) than the vertical length of the contact portion 30 .

また、第1挟持片50及び第2挟持片60の取付方法については任意であるが、実施の形態では、第1挟持片50及び第2挟持片60を、締付部70に対して回動自在に取り付けている。具体的には、第1挟持片50に形成された図3の挿通孔51及び第2挟持片60に形成された図4の挿通孔61をそれぞれ馬鹿孔にて形成し、これら挿通孔51及び挿通孔61に後述する締付部70のボルト本体71aを挿通することにより、締付部70に対して回動自在に取り付けている。これにより、状況に応じて第1挟持片50及び第2挟持片60を締付部70に対して回動させることができ、第1挟持片50及び第2挟持片60によって第1建設部材10又は第2建設部材20aの設置が阻害されることを回避できる。 Moreover, although the method of attaching the first clamping piece 50 and the second clamping piece 60 is arbitrary, in the embodiment, the first clamping piece 50 and the second clamping piece 60 are rotated with respect to the tightening portion 70. installed freely. Specifically, the insertion hole 51 of FIG. 3 formed in the first clamping piece 50 and the insertion hole 61 of FIG. By inserting a bolt body 71 a of the tightening portion 70 , which will be described later, through the insertion hole 61 , it is rotatably attached to the tightening portion 70 . As a result, the first clamping piece 50 and the second clamping piece 60 can be rotated with respect to the tightening part 70 according to the situation, and the first construction member 10 can be held by the first clamping piece 50 and the second clamping piece 60 . Alternatively, it is possible to avoid obstructing the installation of the second construction member 20a.

(構成-接続構造-挟持部-締付部)
図2に戻り、締付部70は、第1挟持片50及び第2挟持片60によって当接部30と第2建設部材20aとが挟み込まれた状態で、所定の圧力で第1挟持片50及び第2挟持片60を締め付けるためのものであり、図2に示すように、ボルト71及びナット72を備えて構成されている。
(Configuration - Connection structure - Clamping part - Tightening part)
Returning to FIG. 2, the tightening portion 70 clamps the first clamping piece 50 with a predetermined pressure while the contact portion 30 and the second construction member 20a are sandwiched between the first clamping piece 50 and the second clamping piece 60. and the second clamping piece 60, and as shown in FIG.

(構成-接続構造-挟持部-締付部-ボルト)
ボルト71は、ナット72を取り付けるためのものである。このボルト71は、例えば公知のボルト(一例として、鋼製のボルト)等を用いて構成されており、図2に示すように、長尺なボルト本体71aと、ボルト本体71aの長手方向の一方の端部に設けられたヘッド部71bとを有する。また、このボルト71は、ヘッド部71bが第2挟持片60よりも下方側に位置し、且つボルト本体71aが第1挟持片50の挿通孔51、当接部30に形成された挿通孔(図示省略)、及び第2挟持片60の挿通孔61に挿通されるように配置されている。
(Structure - Connection structure - Clamping part - Tightening part - Bolt)
The bolt 71 is for attaching the nut 72 . The bolt 71 is configured using, for example, a known bolt (a steel bolt as an example) or the like, and as shown in FIG. and a head portion 71b provided at the end of the head portion 71b. The bolt 71 has a head portion 71b located below the second clamping piece 60, and a bolt body 71a formed in the insertion hole 51 of the first clamping piece 50 and the contact portion 30 ( not shown), and the insertion hole 61 of the second holding piece 60. As shown in FIG.

(構成-接続構造-挟持部-締付部-ナット)
ナット72は、第1挟持片50及び第2挟持片60を締め付けるためのものである。このナット72は、例えば公知のナット(一例として、鋼製のナット)等を用いて構成されており、図2に示すように、ナット72が第1挟持片50よりも上方側に位置し、且つボルト本体71aに挿通されるように配置されている。また、このナット72の取付方法については任意であるが、実施の形態では、ナット72の締め付けにより、ナット72によって第1挟持片50が所定の圧力で押圧され、且つヘッド部71bによって第2挟持片60が所定の圧力で押圧されるように、ボルト本体71aに対して取り付けている。
(Construction - Connection structure - Clamping part - Tightening part - Nut)
The nut 72 is for tightening the first clamping piece 50 and the second clamping piece 60 . This nut 72 is configured using, for example, a known nut (a steel nut as an example) or the like, and as shown in FIG. And it is arranged so as to be inserted into the bolt body 71a. The nut 72 may be attached by any method, but in the embodiment, when the nut 72 is tightened, the nut 72 presses the first clamping piece 50 with a predetermined pressure, and the second clamping piece 50 is pressed by the head portion 71b. The piece 60 is attached to the bolt body 71a so that it is pressed with a predetermined pressure.

このような締付部70の構成により、締付部70を既製の部材を用いて簡易に構成でき、締付部70の製造性を高めることができる。 With such a configuration of the tightening portion 70 , the tightening portion 70 can be easily constructed using ready-made members, and the manufacturability of the tightening portion 70 can be improved.

以上のような第1接続構造により、挟持部40によって当接部30と第2建設部材20aとを重ねて挟持することで第1建設部材10と第2建設部材20aとを接続できる。よって、従来技術(一対の建設部材を溶接によって接続する技術)に比べて、第1建設部材10と第2建設部材20aとを接続する際の作業手間を軽減でき、作業性を高めることができる。また、第1建設部材10と第2建設部材20aとを接続する際に火花等が発生しないので、当該火花等に伴って火災や感電災害が発生することを回避できることから、当該接続を行う作業現場の安全性を確保しやすくなる。また、第1挟持片50及び第2挟持片60によって当接部30と第2建設部材20aとが挟み込まれた状態で、締付部70によって所定の圧力で第1挟持片50及び第2挟持片60を締め付けることができ、第1建設部材10と第2建設部材20aとを比較的強固に接続することが可能となる。 With the first connection structure as described above, the first construction member 10 and the second construction member 20a can be connected by sandwiching the abutment portion 30 and the second construction member 20a by the sandwiching portion 40 in an overlapping manner. Therefore, compared to the conventional technology (technology for connecting a pair of construction members by welding), the labor involved in connecting the first construction member 10 and the second construction member 20a can be reduced, and workability can be improved. . In addition, since no sparks or the like are generated when connecting the first construction member 10 and the second construction member 20a, it is possible to avoid the occurrence of fires and electric shock disasters due to the sparks, etc. Makes it easier to ensure safety on site. Further, in a state in which the contact portion 30 and the second construction member 20a are sandwiched between the first clamping piece 50 and the second clamping piece 60, the first clamping piece 50 and the second clamping piece 50 are clamped by the tightening portion 70 with a predetermined pressure. The pieces 60 can be tightened, making it possible to connect the first construction member 10 and the second construction member 20a relatively firmly.

(接続方法)
続いて、第1建設部材10と第2建設部材20a、20bの各々とを接続する接続方法について説明する。
(connection method)
Next, a connection method for connecting the first construction member 10 and the second construction members 20a and 20b will be described.

図5は、後述する接続方法の取付工程を示す図であり、(a)は図2(a)に対応する領域を示す図、(b)は図2(b)に対応する領域を示す図である。図6は、後述する接続方法の載置工程を示す図であり、(a)は図2(a)に対応する領域を示す図、(b)は図2(b)に対応する領域を示す図である。 5A and 5B are diagrams showing a mounting process of a connection method to be described later, in which FIG. 5A shows the area corresponding to FIG. 2A, and FIG. 5B shows the area corresponding to FIG. is. FIGS. 6A and 6B are diagrams showing a mounting process of a connection method to be described later, where FIG. 6A shows the area corresponding to FIG. 2A, and FIG. 6B shows the area corresponding to FIG. 2B. It is a diagram.

(接続方法-取付工程)
まず、取付工程について説明する。取付工程は、第1建設部材10に挟持部40を取り付ける工程である。
(Connection method - installation process)
First, the mounting process will be described. The attachment step is a step of attaching the holding portion 40 to the first construction member 10 .

具体的には、図5に示すように、第1建設部材10の左端部及び右端部にそれぞれ設けられた当接部30において、挟持部40を相互に間隔を隔てて前後方向に沿って複数並設するように取り付ける。ここで、各挟持部40の取付方法については任意であるが、例えば、第1挟持片50の挿通孔51、当接部30に形成された挿通孔、及び第2挟持片60の挿通孔61に締付部70のボルト本体71aを下方から挿通した後、ナット72をボルト本体71aに挿通させて締め付けることにより、取り付けてもよい。この場合において、例えば、載置工程において、第1挟持片50及び第2挟持片60によって当該工程の作業が阻害されないように、第1挟持片50及び第2挟持片60を取り付けることが望ましい。一例として、図5(b)に示すように、第1挟持片50の長手方向が前後方向に沿うように、第1挟持片50を取り付けると共に、図5(a)に示すように、第2挟持片60におけるL字状の横棒部分が第1建設部材10側に向けて突出するように、第2挟持片60を取り付けてもよい。 Specifically, as shown in FIG. 5, at the contact portions 30 provided at the left end and the right end of the first construction member 10, a plurality of holding portions 40 are spaced apart from each other along the front-rear direction. Install side by side. Here, the mounting method of each holding portion 40 is arbitrary, but for example, the insertion hole 51 of the first holding piece 50, the insertion hole formed in the contact portion 30, and the insertion hole 61 of the second holding piece 60 After inserting the bolt body 71a of the tightening portion 70 from below, the nut 72 may be inserted through the bolt body 71a and tightened. In this case, for example, it is desirable to attach the first clamping piece 50 and the second clamping piece 60 so that the first clamping piece 50 and the second clamping piece 60 do not hinder the operation of the mounting step. As an example, as shown in FIG. 5(b), the first clamping piece 50 is attached such that the longitudinal direction of the first clamping piece 50 extends along the front-rear direction, and as shown in FIG. The second clamping piece 60 may be attached so that the L-shaped horizontal bar portion of the clamping piece 60 protrudes toward the first construction member 10 side.

(接続方法-載置工程)
次に、載置工程について説明する。載置工程は、取付工程の後に、第1建設部材10を第2建設部材20a、20bに載置する工程である。
(Connection method - placement process)
Next, the placement process will be described. The placing process is a process of placing the first construction member 10 on the second construction members 20a and 20b after the mounting process.

具体的には、まず、設置面において、第2建設部材20a、20bを相互に間隔を隔てて配置する。次に、図6に示すように、図示しない吊り上げ装置(例えば、公知のクレーン等)やワイヤを用いて第2建設部材20a、20bを吊り上げ又は吊り下げすることにより、第1建設部材10の当接部30が第2建設部材20a、20bの各々の上フランジ部21に当接するように、第1建設部材10を第2建設部材20a、20bに載置する。 Specifically, first, the second construction members 20a and 20b are arranged with a space therebetween on the installation surface. Next, as shown in FIG. 6, the second construction members 20a and 20b are lifted or suspended using a lifting device (for example, a known crane or the like) or a wire (not shown) so that the first construction member 10 is applied. The first construction member 10 is placed on the second construction members 20a, 20b so that the contact portion 30 contacts the upper flange portion 21 of each of the second construction members 20a, 20b.

この場合において、当接部30の具体的な構成については任意であるが、例えば、当接部30が、図示しない玉掛用器具(例えば、シャックル等)と接続可能に構成されてもよい。一例として、玉掛用器具がシャックルである場合には、当接部30(具体的には、当接部30のうち挟持部40が取り付けられる部分以外の部分)に図示しない挿通孔を複数形成して、これら複数の挿通孔の各々と、シャックルに接続された図示しない接続部材(例えば公知のアングル部材)に形成された挿通孔(図示省略)とに図示しないボルト部材を挿通した後、図示しないナット部材を上記ボルト部材に挿通して締め付けることにより、シャックルと接続できるように構成されてもよい。これにより、当接部30と玉掛用器具とを接続することができ、第1建設部材10に玉掛用器具を取り付けるための取付部材を別途設ける必要がなくなるため、第1建設部材10の製造性を維持しやすくなる。 In this case, the specific configuration of the contact portion 30 is arbitrary, but for example, the contact portion 30 may be configured to be connectable to a slinging tool (for example, a shackle, etc.) not shown. As an example, when the slinging tool is a shackle, a plurality of insertion holes (not shown) are formed in the contact portion 30 (specifically, the portion of the contact portion 30 other than the portion to which the holding portion 40 is attached). Then, a bolt member (not shown) is inserted through each of the plurality of through holes and through holes (not shown) formed in a connecting member (for example, a known angle member) (not shown) connected to the shackle. The shackle may be connected by inserting the nut member into the bolt member and tightening it. As a result, the abutting portion 30 and the slinging tool can be connected, and there is no need to separately provide an attachment member for attaching the slinging tool to the first construction member 10. Therefore, the manufacturability of the first construction member 10 is improved. easier to maintain.

(接続方法-接続工程)
図2に戻り、次いで、接続工程について説明する。接続工程は、載置工程の後に、第1建設部材10と第2建設部材20a、20bの各々とを接続する工程である。
(Connection method - Connection process)
Returning to FIG. 2, the connection process will now be described. The connecting step is a step of connecting the first construction member 10 and each of the second construction members 20a and 20b after the placing step.

具体的には、図2に示すように、各挟持部40を当接部30と第2建設部材20a(又は第2建設部材20b)とを重ねて挟持することにより、第1建設部材10と第2建設部材20a、20bの各々とを接続する。ここで、各挟持部40の挟持方法については任意であるが、例えば、第1挟持片50及び第2挟持片60によって当接部30と第2建設部材20a(又は第2建設部材20b)が挟持可能な位置まで第1挟持片50及び第2挟持片60を回動させた後に、図示しない締付装置(例えば、公知のインパクトドライバ等)を用いて締付部70のナット72を締め付けることにより、挟持してもよい。 Specifically, as shown in FIG. 2 , each sandwiching portion 40 is sandwiched between the contact portion 30 and the second construction member 20a (or the second construction member 20b) so as to sandwich the first construction member 10 and the second construction member 20b. Each of the second construction members 20a, 20b is connected. Here, the clamping method of each clamping part 40 is arbitrary, but for example, the contact part 30 and the second construction member 20a (or the second construction member 20b) are held by the first clamping piece 50 and the second clamping piece 60. After rotating the first clamping piece 50 and the second clamping piece 60 to a clampable position, tighten the nut 72 of the clamping part 70 using a tightening device (for example, a known impact driver, etc.) (not shown). It may be sandwiched by

以上のような接続方法により、従来技術(一対の建設部材を溶接によって接続する技術)に比べて、第1建設部材10と第2建設部材20a、20bの各々とを接続する際の作業手間を軽減でき、作業性を高めることができる。また、第1建設部材10と第2建設部材20a、20bの各々とを接続する際に火花等が発生しないので、当該火花等に伴って火災や感電災害が発生することを回避できることから、当該接続を行う作業現場の安全性を確保しやすくなる。 With the connection method as described above, compared to the conventional technology (technique for connecting a pair of construction members by welding), the labor involved in connecting the first construction member 10 and the second construction members 20a and 20b can be reduced. It can be reduced and workability can be improved. In addition, since no sparks or the like are generated when connecting the first construction member 10 and the second construction members 20a and 20b, it is possible to avoid the occurrence of fires or electric shocks caused by the sparks. It becomes easier to ensure the safety of the work site where the connection is made.

(実施の形態の効果)
このように実施の形態によれば、第1建設部材10に設けられた当接部30であって、第2建設部材20a(又は第2建設部材20b)と当接するように第2建設部材20a(又は第2建設部材20b)に向けて張り出された当接部30と、当接部30と第2建設部材20a(又は第2建設部材20b)とを重ねて挟持するための挟持部40と、を備えたので、挟持部40によって当接部30と第2建設部材20a(又は第2建設部材20b)とを重ねて挟持することで第1建設部材10と第2建設部材20aとを接続できる。よって、従来技術(一対の建設部材を溶接によって接続する技術)に比べて、第1建設部材10と第2建設部材20a(又は第2建設部材20b)とを接続する際の作業手間を軽減でき、作業性を高めることができる。また、第1建設部材10と第2建設部材20a(又は第2建設部材20b)とを接続する際に火花等が発生しないので、当該火花等に伴って火災や感電災害が発生することを回避できることから、当該接続を行う作業現場の安全性を確保しやすくなる。
(Effect of Embodiment)
As described above, according to the embodiment, the abutment portion 30 provided on the first construction member 10 is configured to contact the second construction member 20a (or the second construction member 20b). (or the second construction member 20b), and a sandwiching portion 40 for overlapping and sandwiching the contact portion 30 and the second construction member 20a (or the second construction member 20b). , the contact portion 30 and the second construction member 20a (or the second construction member 20b) are overlapped and clamped by the clamping portion 40, thereby separating the first construction member 10 and the second construction member 20a. Can connect. Therefore, as compared with the conventional technique (the technique of connecting a pair of construction members by welding), the labor for connecting the first construction member 10 and the second construction member 20a (or the second construction member 20b) can be reduced. , workability can be improved. In addition, since no sparks or the like are generated when connecting the first construction member 10 and the second construction member 20a (or the second construction member 20b), the occurrence of fire or electric shock hazard due to the sparks can be avoided. This makes it easier to ensure the safety of the work site where the connection is made.

また、挟持部40が、第1挟持片50及び第2挟持片60によって当接部30と第2建設部材20a(又は第2建設部材20b)とが挟み込まれた状態で、所定の圧力で第1挟持片50及び第2挟持片60を締め付けるための締付部70を備えたので、第1挟持片50及び第2挟持片60によって当接部30と第2建設部材20a(又は第2建設部材20b)とが挟み込まれた状態で、締付部70によって所定の圧力で第1挟持片50及び第2挟持片60を締め付けることができ、第1建設部材10と第2建設部材20a(又は第2建設部材20b)とを比較的強固に接続することが可能となる。 In addition, in a state in which the contact portion 30 and the second construction member 20a (or the second construction member 20b) are sandwiched between the first clamping piece 50 and the second clamping piece 60, the clamping portion 40 is subjected to a predetermined pressure. Since the tightening portion 70 for tightening the first clamping piece 50 and the second clamping piece 60 is provided, the contact portion 30 and the second construction member 20a (or the second construction member 20a) are secured by the first clamping piece 50 and the second clamping piece 60. 20b) are sandwiched, the first clamping piece 50 and the second clamping piece 60 can be clamped with a predetermined pressure by the clamping part 70, and the first construction member 10 and the second construction member 20a (or A relatively strong connection with the second construction member 20b) is thus possible.

また、第1挟持片50及び第2挟持片60を、締付部70に対して回動自在に取り付けたので、状況に応じて第1挟持片50及び第2挟持片60を締付部70に対して回動させることができ、第1挟持片50及び第2挟持片60によって第1建設部材10と第2建設部材20a(又は第2建設部材20b)の設置が阻害されることを回避できる。 Also, since the first clamping piece 50 and the second clamping piece 60 are rotatably attached to the clamping portion 70, the first clamping piece 50 and the second clamping piece 60 can be moved from the clamping portion 70 depending on the situation. to avoid obstruction of installation of the first construction member 10 and the second construction member 20a (or the second construction member 20b) by the first clamping piece 50 and the second clamping piece 60. can.

また、締付部70が、長尺なボルト本体71aと、ボルト本体71aの長手方向の一方の端部に設けられたヘッド部71bとを有するボルト71と、ボルト本体71aに対して挿通可能なナット72と、を備えたので、締付部70を既製の部材を用いて簡易に構成でき、締付部70の製造性を高めることができる。 The tightening portion 70 includes a bolt 71 having an elongated bolt body 71a and a head portion 71b provided at one end in the longitudinal direction of the bolt body 71a, and is insertable into the bolt body 71a. Since the nut 72 is provided, the tightening portion 70 can be easily configured using ready-made members, and the manufacturability of the tightening portion 70 can be enhanced.

また、当接部30を、玉掛用器具と接続可能に構成したので、当接部30と玉掛用器具とを接続することができ、第1建設部材10に玉掛用器具を取り付けるための取付部材を別途設ける必要がなくなるため、第1建設部材10の製造性を維持しやすくなる。 Further, since the contact portion 30 is configured to be connectable to a slinging tool, the contacting portion 30 and the slinging tool can be connected, and a mounting member for attaching the slinging tool to the first construction member 10 is provided. Since there is no need to separately provide the , the manufacturability of the first construction member 10 can be easily maintained.

〔III〕実施の形態に対する変形例
以上、本発明の実施の形態について説明したが、本発明の具体的な構成及び手段は、特許請求の範囲に記載した各発明の技術的思想の範囲内において、任意に改変及び改良することができる。以下、このような変形例について説明する。
[III] Modifications to the Embodiments Although the embodiments of the present invention have been described above, specific configurations and means of the present invention are within the scope of the technical ideas of each invention described in the claims. , can be arbitrarily modified and improved. Such modifications will be described below.

(解決しようとする課題や発明の効果について)
まず、発明が解決しようとする課題や発明の効果は、前記した内容に限定されるものではなく、本発明によって、前記に記載されていない課題を解決したり、前記に記載されていない効果を奏することもでき、また、記載されている課題の一部のみを解決したり、記載されている効果の一部のみを奏することがある。
(Problem to be solved and effect of invention)
First, the problems to be solved by the invention and the effects of the invention are not limited to the above-described contents, and the present invention solves problems not described above or achieves effects not described above. and may solve only part of the problems described or provide only part of the advantages described.

(形状、数値、構造、時系列について)
実施の形態や図面において例示した構成要素に関して、形状、数値、又は複数の構成要素の構造若しくは時系列の相互関係については、本発明の技術的思想の範囲内において、任意に改変及び改良することができる。
(Regarding shapes, numbers, structures, and time series)
With respect to the components illustrated in the embodiments and drawings, the shape, numerical value, structure of multiple components, or time-series interrelationships may be arbitrarily modified and improved within the scope of the technical idea of the present invention. can be done.

(第1建設部材、第2建設部材について)
上記実施の形態では、第1建設部材10及び第2建設部材20a、20bが、鋼製の建設部材であると説明したが、これに限らず、例えば、コンクリート製の建設部材であってもよい。
(Regarding the first construction member and the second construction member)
Although the first construction member 10 and the second construction members 20a and 20b are steel construction members in the above embodiment, they may be concrete construction members, for example. .

また、上記実施の形態では、第1建設部材10の左端面と第2建設部材20aの上フランジ部21の右端面とが対向するように、第1建設部材10と第2建設部材20aとを相互に間隔を隔てて設置していると説明したが、これに限らず、第1建設部材10の左端面と第2建設部材20aの上フランジ部21の右端面とが当接するように、第1建設部材10と第2建設部材20aとを間隔を隔てることなく設置してもよい(なお、第1建設部材10及び第2建設部材20bの設置についても略同様とする)。この場合には、当接部30の前後方向の長さを第1建設部材10の前後方向の長さよりも長く設定し、当接部30の前端部及びその近傍や後端部及びその近傍に挟持部40を設けることにより、第1建設部材10と第2建設部材20aとを接続してもよい。 In the above embodiment, the first construction member 10 and the second construction member 20a are separated so that the left end surface of the first construction member 10 faces the right end surface of the upper flange portion 21 of the second construction member 20a. Although it has been described that they are spaced apart from each other, the present invention is not limited to this. The first construction member 10 and the second construction member 20a may be installed with no space between them (the first construction member 10 and the second construction member 20b are installed in substantially the same manner). In this case, the length of the contact portion 30 in the front-rear direction is set longer than the length in the front-rear direction of the first construction member 10, and the front end portion and the vicinity thereof and the rear end portion of the contact portion 30 and the vicinity thereof The first construction member 10 and the second construction member 20a may be connected by providing a clamping portion 40 .

(当接部について)
上記実施の形態では、第1建設部材10に当接部30が設けられていると説明したが、これに限らず、例えば、第2建設部材20a、20bに設けられてもよい。
(Regarding contact part)
In the embodiment described above, the contact portion 30 is provided on the first construction member 10, but is not limited to this, and may be provided on the second construction members 20a and 20b, for example.

また、上記実施の形態では、第1接続構造において、当接部30が、第2建設部材20aの上フランジ部21の上面と当接するように、第1建設部材10の左端部から第2建設部材20aに向けて張り出されていると説明したが、これに限らない。例えば、第2建設部材20aの上フランジ部21の上面以外の側面(例えば、上フランジ部21の前面、後面、下面)と当接するように、第1建設部材10の左端部から第2建設部材20aに向けて張り出されてもよい。あるいは、第2建設部材20aの上フランジ部21以外の部分(例えば、下フランジ部22等)の側面と当接するように、第1建設部材10の左端部から第2建設部材20aに向けて張り出されてもよい。 Further, in the above-described embodiment, in the first connection structure, the second construction member 10 extends from the left end of the first construction member 10 so that the abutment portion 30 contacts the upper surface of the upper flange portion 21 of the second construction member 20a. Although it has been described that it projects toward the member 20a, it is not limited to this. For example, from the left end of the first construction member 10 to the second construction member 20a, the second construction member 20a is extended from the left end so as to abut on the side surface (for example, the front surface, the rear surface, and the bottom surface of the upper flange portion 21) other than the upper surface of the upper flange portion 21 of the second construction member 20a. 20a may be projected. Alternatively, the first construction member 10 is stretched from the left end toward the second construction member 20a so as to abut on the side surface of the portion other than the upper flange portion 21 of the second construction member 20a (for example, the lower flange portion 22). may be issued.

また、上記実施の形態では、当接部30が、玉掛用器具と接続可能に構成されていると説明したが、これに限らず、例えば、玉掛用器具と接続できないように構成されてもよい。 Further, in the above-described embodiment, the contact portion 30 is configured to be connectable to a slinging tool. However, the present invention is not limited to this. .

(第1挟持片、第2挟持片について)
上記実施の形態では、第1挟持片50及び第2挟持片60が、締付部70に対して回動可能に取り付けられていると説明したが、これに限らず、例えば、締付部70に対して回動できないように取り付けられてもよい。
(Regarding the first clamping piece and the second clamping piece)
In the above-described embodiment, the first clamping piece 50 and the second clamping piece 60 are rotatably attached to the tightening portion 70. However, the present invention is not limited to this. It may be attached so that it cannot rotate with respect to.

また、上記実施の形態では、第2挟持片60が、X-Z平面に沿った断面形状がL字状である板状体にて形成されていると説明したが、これに限らず、例えば、平坦な板状体にて形成されてもよい。 Further, in the above-described embodiment, the second holding piece 60 is formed of a plate-like body having an L-shaped cross section along the XZ plane. , may be formed of a flat plate-like body.

(締付部について)
上記実施の形態では、締付部70が、ボルト71及びナット72を備えて構成されていると説明したが、これに限らず、例えば、ネジ切りされた軸部と、軸部に挿通可能な一対のナットとを備えて構成されてもよい。
(About the tightening part)
In the above-described embodiment, the tightening portion 70 is configured to include the bolt 71 and the nut 72. However, the present invention is not limited to this. and a pair of nuts.

(接続方法について)
上記実施の形態では、接続方法においては、取付工程後に載置工程を行うと説明したが、これに限らず、例えば、取付工程前に載置工程を行ってもよい。
(About connection method)
In the embodiment described above, in the connection method, the mounting process is performed after the mounting process. However, the mounting process may be performed before the mounting process without being limited to this.

(付記)
付記1の建設部材の接続構造は、一対の建設部材であり、当該一対の建設部材の端面同士を突き合わせるように設けられた一対の建設部材同士を接続するための接続構造であって、前記一対の建設部材のいずれか一方に設けられた当接手段であって、前記一対の建設部材のいずれか他方と当接するように前記一対の建設部材のいずれか他方に向けて張り出された当接手段と、前記当接手段と前記一対の建設部材のいずれか他方とを重ねて挟持するための挟持手段と、を備える。
(Appendix)
The connection structure for construction members of appendix 1 is a pair of construction members, and is a connection structure for connecting a pair of construction members provided so that the end surfaces of the pair of construction members are butted against each other, Contact means provided on either one of the pair of construction members, the abutment projecting toward the other of the pair of construction members so as to contact the other of the pair of construction members. Abutting means and clamping means for stacking and clamping the abutting means and the other of the pair of construction members are provided.

付記2の建設部材の接続構造は、付記1に記載の建設部材の接続構造において、前記挟持手段は、前記当接手段と当接可能な位置に設けられた第1挟持片と、前記一対の建設部材のいずれか他方の側面のうち前記当接手段と当接する側面とは反対側の側面と当接可能な位置に設けられた第2挟持片と、前記第1挟持片及び前記第2挟持片によって前記当接手段と前記一対の建設部材のいずれか他方とが挟み込まれた状態で、所定の圧力で前記第1挟持片及び前記第2挟持片を締め付けるための締付部と、を備えた。 The connection structure for construction members according to Appendix 2 is the connection structure for construction members according to Appendix 1, wherein the clamping means includes a first clamping piece provided at a position capable of coming into contact with the contact means, and the pair of clamping pieces. a second clamping piece provided at a position capable of coming into contact with one of the other side surfaces of the construction member that is opposite to the side surface that comes into contact with the contact means, the first clamping piece and the second clamping piece a tightening portion for tightening the first clamping piece and the second clamping piece with a predetermined pressure in a state in which the contact means and the other of the pair of construction members are sandwiched by the pieces. rice field.

付記3の建設部材の接続構造は、付記2に記載の建設部材の接続構造において、前記第1挟持片及び前記第2挟持片を、前記締付部に対して回動自在に取り付けた。 The connection structure for construction members according to Appendix 3 is the connection structure for construction members according to Appendix 2, wherein the first clamping piece and the second clamping piece are rotatably attached to the tightening portion.

付記4の建設部材の接続構造は、付記2又は3に記載の建設部材の接続構造において、前記締付部は、長尺なボルト本体と、前記ボルト本体の長手方向の一方の端部に設けられたヘッド部とを有するボルトと、前記ボルト本体に対して挿通可能なナットと、を備えた。 The construction member connection structure of Appendix 4 is the construction member connection structure of Appendix 2 or 3, wherein the tightening portion is provided at one end in the longitudinal direction of a long bolt body and the bolt body. and a nut that can be inserted into the bolt body.

付記5の建設部材の接続構造は、付記2から4のいずれか一項に記載の建設部材の接続構造において、前記当接手段を、玉掛用器具と接続可能に構成した。 In the connection structure for construction members according to Appendix 5, in the connection structure for construction members according to any one of Appendixes 2 to 4, the abutting means is configured to be connectable to a slinging tool.

(付記の効果)
付記1に記載の建設部材の接続構造によれば、一対の建設部材のいずれか一方に設けられた当接手段であって、一対の建設部材のいずれか他方と当接するように一対の建設部材のいずれか他方に向けて張り出された当接手段と、当接手段と一対の建設部材のいずれか他方とを重ねて挟持するための挟持手段と、を備えたので、挟持手段によって当接手段と一対の建設部材のいずれか他方とを重ねて挟持することで一対の建設部材同士を接続できる。よって、従来技術(一対の建設部材を溶接によって接続する技術)に比べて、一対の建設部材同士を接続する際の作業手間を軽減でき、作業性を高めることができる。また、一対の建設部材同士を接続する際に火花等が発生しないので、当該火花等に伴って火災や感電災害が発生することを回避できることから、当該接続を行う作業現場の安全性を確保しやすくなる。
(Effect of Supplementary Note)
According to the connection structure for construction members described in appendix 1, the abutment means provided on one of the pair of construction members is provided so as to abut on the other of the pair of construction members. and a clamping means for stacking and clamping the contacting means and the other of the pair of construction members. A pair of construction members can be connected by overlapping and sandwiching the means and the other of the pair of construction members. Therefore, as compared with the conventional technology (technique for connecting a pair of construction members by welding), it is possible to reduce the labor required for connecting a pair of construction members and improve workability. In addition, since no sparks are generated when connecting a pair of construction members, it is possible to avoid the occurrence of fires and electric shocks due to the sparks, etc. easier.

付記2に記載の建設部材の接続構造によれば、挟持手段が、第1挟持片及び第2挟持片によって当接手段と一対の建設部材のいずれか他方とが挟み込まれた状態で、所定の圧力で第1挟持片及び第2挟持片を締め付けるための締付部を備えたので、第1挟持片及び第2挟持片によって当接手段と一対の建設部材のいずれか他方とが挟み込まれた状態で、締付部によって所定の圧力で第1挟持片及び第2挟持片を締め付けることができ、一対の建設部材同士を比較的強固に接続することが可能となる。 According to the construction member connection structure described in appendix 2, the clamping means is configured such that the contact means and the other of the pair of construction members are clamped by the first clamping piece and the second clamping piece in a predetermined state. Since the clamping portion is provided for clamping the first clamping piece and the second clamping piece with pressure, the abutting means and the other of the pair of construction members are clamped by the first clamping piece and the second clamping piece. In this state, the tightening portion can tighten the first clamping piece and the second clamping piece with a predetermined pressure, making it possible to connect the pair of construction members relatively firmly.

付記3に記載の建設部材の接続構造によれば、第1挟持片及び第2挟持片を、締付部に対して回動自在に取り付けたので、状況に応じて第1挟持片及び第2挟持片を締付部に対して回動させることができ、第1挟持片及び第2挟持片によって一対の建設部材の少なくともいずれか一方の設置が阻害されることを回避できる。 According to the construction member connection structure described in Supplementary Note 3, since the first clamping piece and the second clamping piece are rotatably attached to the tightening portion, the first clamping piece and the second clamping piece can be attached according to the situation. The clamping piece can be rotated with respect to the tightening part, and it is possible to avoid obstruction of installation of at least one of the pair of construction members by the first clamping piece and the second clamping piece.

付記4に記載の建設部材の接続構造によれば、締付部が、長尺なボルト本体と、ボルト本体の長手方向の一方の端部に設けられたヘッド部とを有するボルトと、ボルト本体に対して挿通可能なナットと、を備えたので、締付部を既製の部材を用いて簡易に構成でき、締付部の製造性を高めることができる。 According to the connection structure for construction members described in appendix 4, the bolt has a bolt body in which the tightening portion has an elongated bolt body and a head portion provided at one end in the longitudinal direction of the bolt body, and the bolt body and a nut that can be inserted through the member, the tightening portion can be easily configured using a ready-made member, and the manufacturability of the tightening portion can be improved.

付記5に記載の建設部材の接続構造によれば、当接手段を玉掛用器具と接続可能に構成したので、当接手段と玉掛用器具とを接続することができ、一対の建設部材のいずれか一方に玉掛用器具を取り付けるための取付部材を別途設ける必要がなくなるため、一対の建設部材のいずれか一方の製造性を維持しやすくなる。 According to the construction member connection structure described in appendix 5, since the abutting means is configured to be connectable to the slinging tool, the abutting means and the slinging tool can be connected, and any one of the pair of construction members can be connected. Since there is no need to separately provide an attachment member for attaching a slinging tool to one of the pair of construction members, it becomes easier to maintain the manufacturability of either one of the pair of construction members.

10 第1建設部材
20a、20b 第2建設部材
21 上フランジ部
22 下フランジ部
23 ウェブ部
30 当接部
40 挟持部
50 第1挟持片
51 挿通孔
60 第2挟持片
61 挿通孔
70 締付部
71 ボルト
71a ボルト本体
71b ヘッド部
72 ナット
10 first construction member 20a, 20b second construction member 21 upper flange portion 22 lower flange portion 23 web portion 30 contact portion 40 clamping portion 50 first clamping piece 51 insertion hole 60 second clamping piece 61 insertion hole 70 tightening portion 71 bolt 71a bolt body 71b head portion 72 nut

Claims (3)

一対の建設部材であり、当該一対の建設部材の端面同士を突き合わせるように設けられた一対の建設部材同士を接続するための接続構造であって、
前記一対の建設部材のいずれか一方に設けられた当接手段であって、前記一対の建設部材のいずれか他方と当接するように前記一対の建設部材のいずれか他方に向けて張り出された当接手段と、
前記当接手段と前記一対の建設部材のいずれか他方とを重ねて挟持するための挟持手段と、を備え、
前記一対の建設部材のいずれか一方の端面であって、前記一対の建設部材のいずれか他方側に位置する端面を、前記一対の建設部材のいずれか一方の内側から外側に至るにつれて前記当接手段側に向けて傾斜するように形成し、
前記一対の建設部材のいずれか他方の端面であって、前記一対の建設部材のいずれか一方側に位置する端面を、前記一対の建設部材のいずれか他方の厚さ方向に沿うような平坦な面に形成し、
前記挟持手段は、
前記当接手段と当接可能な位置に設けられた第1挟持片と、
前記一対の建設部材のいずれか他方の側面のうち前記当接手段と当接する側面とは反対側の側面と当接可能な位置に設けられた第2挟持片と、
前記第1挟持片及び前記第2挟持片によって前記当接手段と前記一対の建設部材のいずれか他方とが挟み込まれた状態で、所定の圧力で前記第1挟持片及び前記第2挟持片を締め付けるための締付部と、を備え、
前記第1挟持片及び前記第2挟持片を、前記締付部に対して回動自在に取り付け、
前記第2挟持片を、側面形状がL字状である板状体に形成することにより、前記第1挟持片及び前記第2挟持片によって前記当接手段と前記一対の建設部材の他方が挟持可能な位置から挟持不能な位置まで前記第1挟持片及び前記第2挟持片を180度回動させた際に、前記第2挟持片のL字の縦棒部分と前記一対の建設部材の他方の端面であってYZ平面と平行な端面とが当接可能とすると共に、前記挟持不能な位置から前記挟持可能な位置まで前記第1挟持片及び前記第2挟持片を180度回動させた際に、前記第2挟持片のL字の横棒部分と前記一対の建設部材の他方とが当接可能とした、
建設部材の接続構造。
A connection structure for connecting a pair of construction members, which are a pair of construction members and are provided so that the end faces of the pair of construction members are butted against each other,
Abutment means provided on one of the pair of construction members, the abutment means projecting toward the other of the pair of construction members so as to abut on the other of the pair of construction members. an abutment means;
clamping means for stacking and clamping the contact means and the other of the pair of construction members;
The end face of one of the pair of construction members, which is located on the other side of the pair of construction members, is brought into contact with the end face of one of the pair of construction members from the inner side to the outer side of the pair of construction members. formed so as to be inclined toward the means side,
The other end face of the pair of construction members, which is located on one side of the pair of construction members, is flattened along the thickness direction of the other of the pair of construction members. form on the surface,
The holding means is
a first clamping piece provided at a position capable of coming into contact with the contact means;
a second clamping piece provided at a position capable of coming into contact with one of the other side surfaces of the pair of construction members, the side surface being opposite to the side surface coming into contact with the contact means;
In a state in which the contact means and the other of the pair of construction members are sandwiched between the first and second clamping pieces, the first and second clamping pieces are pressed by a predetermined pressure. a tightening part for tightening,
attaching the first clamping piece and the second clamping piece so as to be rotatable with respect to the tightening portion;
By forming the second holding piece into a plate-like body having an L-shaped side surface, the contact means and the other of the pair of construction members are held by the first holding piece and the second holding piece. When the first clamping piece and the second clamping piece are rotated 180 degrees from the position where clamping is possible to the position where clamping is not possible, the L-shaped vertical bar portion of the second clamping piece and the other of the pair of construction members and the end surface parallel to the YZ plane can abut, and the first clamping piece and the second clamping piece are rotated 180 degrees from the clamping impossible position to the clamping position At this time, the L-shaped horizontal bar portion of the second clamping piece and the other of the pair of construction members can abut against each other,
Connection structure of construction members.
前記締付部は、
長尺なボルト本体と、前記ボルト本体の長手方向の一方の端部に設けられたヘッド部とを有するボルトと、
前記ボルト本体に対して挿通可能なナットと、を備えた、
請求項1に記載の建設部材の接続構造。
The tightening portion is
a bolt having an elongated bolt body and a head provided at one longitudinal end of the bolt body;
a nut that can be inserted into the bolt body,
The connection structure for construction members according to claim 1.
前記当接手段を、玉掛用器具と接続可能に構成した、
請求項1又は2に記載の建設部材の接続構造。
wherein the abutment means is configured to be connectable with a slinging tool,
The connection structure for construction members according to claim 1 or 2.
JP2018192363A 2018-10-11 2018-10-11 Connection structure of construction members Active JP7144273B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2018192363A JP7144273B2 (en) 2018-10-11 2018-10-11 Connection structure of construction members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2018192363A JP7144273B2 (en) 2018-10-11 2018-10-11 Connection structure of construction members

Publications (2)

Publication Number Publication Date
JP2020060054A JP2020060054A (en) 2020-04-16
JP7144273B2 true JP7144273B2 (en) 2022-09-29

Family

ID=70218862

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2018192363A Active JP7144273B2 (en) 2018-10-11 2018-10-11 Connection structure of construction members

Country Status (1)

Country Link
JP (1) JP7144273B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5813309U (en) * 1981-07-17 1983-01-27 旭化成株式会社 ALC board mounting device
JPH037453Y2 (en) * 1985-12-26 1991-02-25

Also Published As

Publication number Publication date
JP2020060054A (en) 2020-04-16

Similar Documents

Publication Publication Date Title
JP4871069B2 (en) Suspended ceiling foundation structure and joint metal fittings
JP7144273B2 (en) Connection structure of construction members
KR101895448B1 (en) Anchor bolt fixing device for wall form supporter
KR20170000106U (en) A fixed bracket for wall frame
JP3528910B2 (en) How to lay the deck plate
JP2017014730A (en) Beam material load bearing structure and beam material repair method
JP4804274B2 (en) Wall panel mounting device
JP5439002B2 (en) Expansion unit mounting structure, expansion unit mounting method and unit type building
JP6327740B2 (en) Laying board laying method
JP6782887B2 (en) Aperture reinforcement unit
US20140215960A1 (en) Grating Clamp and Method for Fixing a Grating to a Support
JP2020182615A (en) Temporary strut for master rope
JP4700419B2 (en) Brace mounting structure
JP6522019B2 (en) Deck plate connection bracket and deck plate connection structure
JPH0351454A (en) Support structure for concrete panel
JP2607701B2 (en) Unit coupling device
JP3236028U (en) Hanging tool for hanging scaffolding
JP2749491B2 (en) Temporary beam mounting structure of building unit
JP7410774B2 (en) Earthquake reinforcement structure
JP2004090025A (en) Welding structure of web steel plate for bridge girder
JP7106396B2 (en) scaffold panel connector
JPH1144096A (en) Main-rope fixture for safety zone
JP3103290B2 (en) Pillar steel frame and steel frame connection method
JP2024004166A (en) Device and method for restraining horizontal deformation of base isolation device
JPH0671634U (en) Wall panel mounting structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20201217

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20211116

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20211124

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20220112

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20220308

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20220414

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20220628

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20220714

C60 Trial request (containing other claim documents, opposition documents)

Free format text: JAPANESE INTERMEDIATE CODE: C60

Effective date: 20220714

A911 Transfer to examiner for re-examination before appeal (zenchi)

Free format text: JAPANESE INTERMEDIATE CODE: A911

Effective date: 20220722

C21 Notice of transfer of a case for reconsideration by examiners before appeal proceedings

Free format text: JAPANESE INTERMEDIATE CODE: C21

Effective date: 20220726

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20220913

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20220915

R150 Certificate of patent or registration of utility model

Ref document number: 7144273

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150