JPH04103917U - Steel hole reinforcement material - Google Patents

Steel hole reinforcement material

Info

Publication number
JPH04103917U
JPH04103917U JP1314491U JP1314491U JPH04103917U JP H04103917 U JPH04103917 U JP H04103917U JP 1314491 U JP1314491 U JP 1314491U JP 1314491 U JP1314491 U JP 1314491U JP H04103917 U JPH04103917 U JP H04103917U
Authority
JP
Japan
Prior art keywords
hole
steel frame
steel
web
sleeve
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP1314491U
Other languages
Japanese (ja)
Inventor
賢治 長野
Original Assignee
大和ハウス工業株式会社
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 大和ハウス工業株式会社 filed Critical 大和ハウス工業株式会社
Priority to JP1314491U priority Critical patent/JPH04103917U/en
Publication of JPH04103917U publication Critical patent/JPH04103917U/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】 【目的】 梁等の鉄骨に設ける配管,配線用孔の周辺を
補強するにつき、補強作業を簡素化し、かつ溶接長を短
くして現場施工時間を短縮する。また、各種の梁成の鉄
骨に、同じものを使用可能とする。 【構成】 スリーブ部2とその外周のフランジ部3とか
らなる鉄骨孔部補強材1を、溶接構造用鋳鋼等で一体に
形成する。施工に際しては、鉄骨4のウエブ4aに設け
た孔5に、鉄骨孔部補強材1のスリーブ部2を挿通し、
フランジ部3をウエブ4aの表面に沿わせる。この状態
で、ウエブ4aの孔5の内周とスリーブ部2の外周とを
溶接する。
(57) [Summary] [Purpose] To simplify the reinforcement work and shorten the welding length to shorten the on-site construction time when reinforcing the area around piping and wiring holes installed in steel frames such as beams. In addition, the same steel frame can be used for various types of beams. [Structure] A steel frame hole reinforcement member 1 consisting of a sleeve portion 2 and a flange portion 3 on its outer periphery is integrally formed of welded structural cast steel or the like. During construction, insert the sleeve part 2 of the steel frame hole reinforcement material 1 into the hole 5 provided in the web 4a of the steel frame 4,
The flange portion 3 is placed along the surface of the web 4a. In this state, the inner periphery of the hole 5 of the web 4a and the outer periphery of the sleeve portion 2 are welded.

Description

【考案の詳細な説明】[Detailed explanation of the idea]

【0001】0001

【産業上の利用分野】[Industrial application field]

この考案は、ビルや住宅,工場等における鉄骨梁に設けた配管,配線用の孔部 を補強する鉄骨孔部補強材に関するものである。 This idea is based on holes for piping and wiring in steel beams in buildings, residences, factories, etc. This relates to steel frame hole reinforcing materials for reinforcing steel frame holes.

【0002】0002

【従来の技術】[Conventional technology]

従来、鉄骨梁において、電気配線や、ガス,水道,空調等の配管類を挿通させ るために、梁のウエブ部に孔を設けることが多くある。このように鉄骨梁に孔を 設けた場合、梁の孔部の周辺強度が低下するため、補強処置が施される。 Traditionally, electrical wiring and piping for gas, water, air conditioning, etc. were inserted through steel beams. For this purpose, holes are often provided in the web portion of the beam. Drilling a hole in a steel beam like this If provided, the strength around the hole in the beam will decrease, so reinforcement measures are taken.

【0003】 図4ないし図5は、各々従来の孔部補強構造の一例を示す。 図4の例は、梁51のウエブ52の両面に、孔53と同心の孔54aを有する 2枚の補強板54を溶接したものである。 図5の例は、梁51のウエブ52の孔53にスリーブ55を挿入して溶接し、 かつスリーブ55と梁51の上下フランジ57とに渡り、板状の補強リブ56を 溶接したものである。 図6の例は、梁51の孔53の周辺に、ラチス材としての補強材58を、上下 フランジ57間に渡り三角形状に溶接したものである。0003 4 and 5 each show an example of a conventional hole reinforcement structure. The example in FIG. 4 has a hole 54a concentric with the hole 53 on both sides of the web 52 of the beam 51. Two reinforcing plates 54 are welded together. In the example of FIG. 5, the sleeve 55 is inserted into the hole 53 of the web 52 of the beam 51 and welded. In addition, a plate-shaped reinforcing rib 56 is provided between the sleeve 55 and the upper and lower flanges 57 of the beam 51. It is welded. In the example of FIG. 6, reinforcing material 58 as a lattice material is placed around the hole 53 of the beam 51 on the top and bottom. The flanges 57 are welded in a triangular shape.

【0004】0004

【考案が解決しようとする課題】[Problem that the idea aims to solve]

図4の構造は、単にウエブ面に補強板54を添えて溶接する構造であるため、 十分な強度を得るためには、補強板54の溶接を全周に施す必要があり、溶接長 が長くなる。孔53の形成および補強板54の溶接は建築現場で行われることが 多く、前記のように溶接長が長くなると、現場施工時間が長くなる。 The structure shown in FIG. 4 is a structure in which the reinforcing plate 54 is simply attached to the web surface and welded, so In order to obtain sufficient strength, it is necessary to weld the reinforcing plate 54 around the entire circumference, and the weld length must be becomes longer. Formation of the holes 53 and welding of the reinforcing plate 54 may be performed at the construction site. In many cases, as the welding length becomes longer as mentioned above, the on-site construction time becomes longer.

【0005】 図5の例は、スリーブ55を挿通して補強リブ56を設ける構造であるため、 強度的には優れているが、補強リブ56の高さをスリーブ55とフランジ57と の距離に合致させなければならない。梁51は、1棟の建物においても種々の断 面高さ(梁成)のものが使用されるため、使用する梁51の断面高さに応じて種 々の上下長さの補強リブ56を準備しなくてはならず、部材の種類数が多くなる 。しかも、補強リブ56はウエブ52の両面の上下に配置されて合計4枚使用さ れ、さらにスリーブ55が使用される。そのため、部材点数が多くなるうえ、溶 接箇所も多くなり、補強作業が煩雑で現場施工時間が長くなる。[0005] The example shown in FIG. 5 has a structure in which a reinforcing rib 56 is provided by inserting the sleeve 55. Although it has excellent strength, the height of the reinforcing rib 56 is different from that of the sleeve 55 and flange 57. must match the distance. Beams 51 can be used in various sections even in one building. Since a beam with a surface height (beam size) is used, the type is determined depending on the cross-sectional height of the beam 51 used. It is necessary to prepare reinforcing ribs 56 of different vertical lengths, which increases the number of types of members. . Moreover, the reinforcing ribs 56 are arranged on the upper and lower sides of both sides of the web 52, and a total of four reinforcing ribs 56 are used. In addition, a sleeve 55 is used. Therefore, the number of parts increases, and There are more contact points, the reinforcement work is complicated, and the on-site construction time is longer.

【0006】 図6の例は、上下フランジ57間に渡って補強材58を溶接するため、強度的 には優れているが、この例も梁51の上下幅に応じて種々の長さの補強材58を 準備する必要がある。また、補強材58をウエブ52の両面に2枚ずつ使用する ため、部材点数が多く、溶接箇所も多くなり、現場施工時間が長くなる。[0006] In the example shown in FIG. 6, the reinforcing material 58 is welded between the upper and lower flanges 57, so the strength is However, this example also uses reinforcing materials 58 of various lengths depending on the vertical width of the beam 51. You need to prepare. Additionally, two reinforcing materials 58 are used on both sides of the web 52. Therefore, there are many parts, welding points, and on-site construction time.

【0007】 この考案の目的は、補強作業が簡素化でき、強度的にも優れ、また溶接長さが 短くできて現場施工時間の短縮が図れ、さらに各種の断面高さの鉄骨に使用でき て、種類数の削減が図れる鉄骨孔部補強材を提供することである。[0007] The purpose of this invention was to simplify the reinforcement work, provide superior strength, and shorten the welding length. It can be made shorter, reducing construction time on site, and can be used for steel frames with various cross-sectional heights. Therefore, it is an object of the present invention to provide a steel frame hole reinforcing material that can reduce the number of types.

【0008】[0008]

【課題を解決するための手段】[Means to solve the problem]

この考案の鉄骨孔部補強材は、スリーブ部と、このスリーブ部の外周に設けた フランジ部とからなるものである。 The reinforcing material for the steel frame hole of this invention consists of a sleeve part and the outer periphery of this sleeve part. It consists of a flange part.

【0009】[0009]

【作用】[Effect]

施工に際しては、梁等の鉄骨のウエブに設けた孔に、この鉄骨孔部補強材のス リーブ部を挿通し、フランジ部を前記ウエブの表面に沿わせる。この状態で、例 えばウエブの孔の内周とスリーブ部の外周とを溶接する。 このように取付けることにより、この鉄骨孔部補強材のスリーブ部およびフラ ンジ部により、鉄骨の孔部周辺の補強作用が得られる。 During construction, the steel frame hole reinforcing material is inserted into the hole made in the web of the steel frame such as a beam. The rib portion is inserted, and the flange portion is placed along the surface of the web. In this state, for example For example, the inner periphery of the hole in the web and the outer periphery of the sleeve portion are welded together. By installing in this way, the sleeve and flanges of this steel hole reinforcement The hinge portion provides reinforcement around the hole in the steel frame.

【0010】0010

【実施例】【Example】

この考案の一実施例を図1ないし図3に基づいて説明する。 図1はこの鉄骨孔部補強材1を、H形鋼からなる鉄骨4に固定した状態を示す 。鉄骨孔部補強材1は、スリーブ部2と、このスリーブ部2の軸方向中央の外周 に設けた円板状のフランジ部3とからなり、全体が溶接構造用鋳鋼等で一体に鋳 造されている。スリーブ部2は、外周面がテーパ状に形成されて中央部の肉厚が 厚くなっており、かつフランジ部3は内周側が厚肉となるテーパ面に片面が形成 されている。スリーブ部2の外径は、鉄骨4の孔5の内径に応じて、例えば直径 が100〜400mm程度に形成される。 An embodiment of this invention will be described based on FIGS. 1 to 3. Figure 1 shows the steel frame hole reinforcing material 1 fixed to a steel frame 4 made of H-beam steel. . The steel frame hole reinforcement material 1 includes a sleeve portion 2 and an outer periphery of the sleeve portion 2 at the center in the axial direction. It consists of a disc-shaped flange part 3 provided at It is built. The sleeve portion 2 has a tapered outer circumferential surface and is thicker at the center. The flange part 3 is thicker, and one side of the flange part 3 is formed on a tapered surface with a thicker wall on the inner circumferential side. has been done. The outer diameter of the sleeve portion 2 depends on the inner diameter of the hole 5 of the steel frame 4, for example, the diameter is formed to about 100 to 400 mm.

【0011】 なお、鉄骨孔部補強材1の材質は、スリーブ部2を構造用鋼管で構成し、フラ ンジ部3に鋼板を用いて両者を予め溶接したものであっても良い。[0011] The material of the steel frame hole reinforcing material 1 is such that the sleeve part 2 is made of structural steel pipe and the sleeve part 2 is made of structural steel pipe. A steel plate may be used for the hinge portion 3 and the two may be welded together in advance.

【0012】 つぎに、使用方法を説明する。鉄骨4は建物の梁等となるものであり、孔5は 建物の配管,配線の工事時等に形成される。鉄骨孔部補強材1は、孔5の形成の 後、スリーブ部2を孔5に挿入し、フランジ部3が鉄骨4のウエブ4aに沿う状 態で、孔5の内周とスリーブ部2の外周とを溶接部6で示すように溶接する。0012 Next, how to use it will be explained. The steel frame 4 is the beam of the building, etc., and the hole 5 is Formed during construction of piping and wiring in buildings. The steel frame hole reinforcing material 1 is suitable for forming holes 5. After that, insert the sleeve part 2 into the hole 5 so that the flange part 3 follows the web 4a of the steel frame 4. In this state, the inner periphery of the hole 5 and the outer periphery of the sleeve portion 2 are welded as shown by a welded portion 6.

【0013】 この鉄骨孔部補強材1は、このように鉄骨4の孔5に挿入して孔5の内周を溶 接するだけで補強作業が終了する。また、1個の鉄骨孔部補強材1のみで補強が 行える。そのため補強作業が簡素化される。しかも、スリーブ部2とフランジ部 3とを一体に設けたものであるため、補強効果が高く、溶接部6も孔5の内周だ けで十分な補強効果が得られ、溶接長が短くて済む。これらのため現場施工時間 が短縮される。また、補強作業が簡素で溶接長も短くて済むため、施工不良が生 じ難く、安定した補強品質が得られる。[0013] This steel frame hole reinforcing material 1 is inserted into the hole 5 of the steel frame 4 and the inner periphery of the hole 5 is melted. Reinforcement work is completed just by making contact. In addition, reinforcement can be achieved with only one steel hole reinforcement material 1. I can do it. Therefore, reinforcement work is simplified. Moreover, the sleeve part 2 and the flange part Since it is integrated with 3, the reinforcing effect is high, and the welded part 6 is also on the inner periphery of the hole 5. A sufficient reinforcing effect can be obtained by simply applying the welding method, and the welding length can be shortened. Due to these factors, on-site construction time is shortened. In addition, the reinforcement work is simple and the welding length is short, so there is no possibility of construction defects. Therefore, stable reinforcement quality can be obtained.

【0014】 さらに、スリーブ部2およびフランジ部3は、鉄骨4のウエブ4aのみに配置 するものであり、鉄骨4の上下フランジ4bへの固定は不要であるため、種々の 断面高さの鉄骨4に同じ形状,大きさの鉄骨孔部補強材1が使用できる。そのた め各部の梁等の鉄骨4に使用するにつき、鉄骨孔部補強材1の種類数が少なくて 済む。 また、スリーブ部2とフランジ3とを一体に設けたものであるため、外部に露 出する梁等に使用した場合にも、外観が良い。[0014] Further, the sleeve portion 2 and the flange portion 3 are arranged only on the web 4a of the steel frame 4. Since it is not necessary to fix the steel frame 4 to the upper and lower flanges 4b, various A steel frame hole reinforcing material 1 having the same shape and size as the steel frame 4 having the cross-sectional height can be used. Besides that The number of types of steel frame hole reinforcing materials 1 is small when used for steel frames 4 such as beams in various parts. It's over. In addition, since the sleeve part 2 and flange 3 are integrated, there is no external exposure. It also looks good when used for exposed beams, etc.

【0015】 なお、前記使用例は梁に使用した場合につき説明したが、この考案の鉄骨孔部 補強材1は柱等の鉄骨に使用することもできる。また、鉄骨孔部補強材1の鉄骨 4への溶接箇所は、目的等に応じて種々の箇所が選択できる。[0015] In addition, although the above usage example was explained for the case where it was used for a beam, the steel frame hole part of this invention was explained. The reinforcing material 1 can also be used for steel frames such as columns. In addition, the steel frame of the steel frame hole reinforcement material 1 4 can be selected from various locations depending on the purpose and the like.

【0016】[0016]

【考案の効果】[Effect of the idea]

この考案の鉄骨孔部補強材は、スリーブ部と、このスリーブ部の外周に設けた フランジ部とからなるものであるため、スリーブ部を鉄骨のウエブの孔に挿入し て溶接するだけで良く、また1個の鉄骨孔部補強材で補強が行える。そのため補 強作業が簡素化される。また、スリーブ部とフランジ部とを予め一体に設けたも のであるため、補強効果が高く、溶接長も短くて済む。このように補強作業が簡 素化され、かつ溶接長さも短くてすむため、現場施工時間が短縮される。 さらに、スリーブ部およびフランジ部は、鉄骨のウエブのみに固定するもので あり、鉄骨のフランジ等への固定が不要であるため、種々の断面高さの鉄骨に同 じ形状,大きさの鉄骨孔部補強材が使用できる。 The reinforcing material for the steel frame hole of this invention consists of a sleeve part and the outer periphery of this sleeve part. Since it consists of a flange part, the sleeve part must be inserted into the hole in the steel web. All that is required is welding, and reinforcement can be performed using a single steel frame hole reinforcement material. Therefore, compensation Heavy work is simplified. Alternatively, the sleeve portion and flange portion may be integrated in advance. Therefore, the reinforcing effect is high and the welding length can be shortened. In this way, reinforcement work is easy. Because the welding process is simple and the welding length is short, on-site construction time is shortened. Furthermore, the sleeve part and flange part are fixed only to the steel web. Since there is no need to fix the steel frame to flanges, etc., it can be used with steel frames of various cross-sectional heights. Steel hole reinforcement materials of the same shape and size can be used.

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

【図1】この考案の一実施例の鉄骨孔部補強材と鉄骨と
の関係を示す断面図である。
FIG. 1 is a cross-sectional view showing the relationship between a steel frame hole reinforcing material and a steel frame according to an embodiment of the invention.

【図2】その正面図である。FIG. 2 is a front view thereof.

【図3】同じくその鉄骨孔部補強材の斜視図である。FIG. 3 is a perspective view of the steel frame hole reinforcement material.

【図4】従来例の断面図および部分正面図である。FIG. 4 is a sectional view and a partial front view of a conventional example.

【図5】他の従来例の断面図および部分正面図である。FIG. 5 is a sectional view and a partial front view of another conventional example.

【図6】他の従来例の断面図および部分正面図である。FIG. 6 is a sectional view and a partial front view of another conventional example.

【符号の説明】[Explanation of symbols]

1…鉄骨孔部補強材、2…スリーブ部、3…フランジ
部、4…鉄骨、4a…ウエブ、5…孔、6…溶接部分
1... Steel frame hole reinforcement material, 2... Sleeve part, 3... Flange part, 4... Steel frame, 4a... Web, 5... Hole, 6... Welding part

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 スリーブ部と、このスリーブ部の外周に
設けたフランジ部とからなり、前記スリーブ部が鉄骨の
ウエブの孔に挿通され、かつ前記フランジ部が前記ウエ
ブの孔部周辺に接して前記鉄骨に固定される鉄骨孔部補
強材。
Claim 1: Consisting of a sleeve part and a flange part provided on the outer periphery of the sleeve part, the sleeve part is inserted into a hole in a web of a steel frame, and the flange part is in contact with the periphery of the hole in the web. A steel frame hole reinforcement material fixed to the steel frame.
JP1314491U 1991-02-15 1991-02-15 Steel hole reinforcement material Pending JPH04103917U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1314491U JPH04103917U (en) 1991-02-15 1991-02-15 Steel hole reinforcement material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1314491U JPH04103917U (en) 1991-02-15 1991-02-15 Steel hole reinforcement material

Publications (1)

Publication Number Publication Date
JPH04103917U true JPH04103917U (en) 1992-09-08

Family

ID=31747427

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1314491U Pending JPH04103917U (en) 1991-02-15 1991-02-15 Steel hole reinforcement material

Country Status (1)

Country Link
JP (1) JPH04103917U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006018865A1 (en) * 2004-08-17 2006-02-23 Hitachi Metals Techno, Ltd. Steel-framed beam reinforcing metal fixture
JP2015098988A (en) * 2013-11-20 2015-05-28 アイシン精機株式会社 Pipeline connection method and pipeline connection joint
JP2020133745A (en) * 2019-02-19 2020-08-31 センクシア株式会社 Beam reinforcement bracket and beam reinforcement method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6192252A (en) * 1984-10-08 1986-05-10 清水建設株式会社 Beam piercing sleeve

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6192252A (en) * 1984-10-08 1986-05-10 清水建設株式会社 Beam piercing sleeve

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006018865A1 (en) * 2004-08-17 2006-02-23 Hitachi Metals Techno, Ltd. Steel-framed beam reinforcing metal fixture
JPWO2006018865A1 (en) * 2004-08-17 2008-05-01 日立機材株式会社 Steel beam reinforcement bracket
JP4616837B2 (en) * 2004-08-17 2011-01-19 日立機材株式会社 Steel beam reinforcement bracket
JP2015098988A (en) * 2013-11-20 2015-05-28 アイシン精機株式会社 Pipeline connection method and pipeline connection joint
JP2020133745A (en) * 2019-02-19 2020-08-31 センクシア株式会社 Beam reinforcement bracket and beam reinforcement method

Similar Documents

Publication Publication Date Title
JP2000144896A (en) Construction method of rahmen frame using beam having step difference
JPH04103917U (en) Steel hole reinforcement material
JPS5840627B2 (en) Reinforcement sleeve structure for through holes in concrete structures
JP3960721B2 (en) Concrete beam opening structure
JPS5873650A (en) Apparatus for reinforcing opening of concrete structure
JPH08109695A (en) Jointing structure of steel-pipe concrete column and flat-slab
JPH0754403Y2 (en) Steel connection member
US5351277A (en) Method of constructing top slab of nuclear reactor container and nuclear reactor container constructed by the method
JP3281967B2 (en) Ring panel method
JPH07268961A (en) Eccentric connecting structure of outer column and eccentric beam in concrete-filled square steel pipe column and steel framed beam structure
JPS6224674Y2 (en)
JP4003444B2 (en) Support method
JPH0233533Y2 (en)
JPH09100817A (en) Column base piece
JPS5838824Y2 (en) Facility fittings for through holes in concrete structures
JPH06220917A (en) Frame structure of building
JPH05214769A (en) Connecting structure of column and beam
JPS6017457Y2 (en) Cylindrical body attachment device for coated metal enclosure
JPH05263468A (en) Joining structure of angular steel pipe column and beam
JPH1150655A (en) Temporarily set support for construction work
JPH084111A (en) Structure for column/beam connection
JPS5838825Y2 (en) Facility fittings for duct penetrations in concrete structures
JPH08333808A (en) Post beam joint structure of steel pipe concrete post
JPH0649692Y2 (en) Deck plate for hollow slabs
JPH0145298Y2 (en)