JPH0125130Y2 - - Google Patents
Info
- Publication number
- JPH0125130Y2 JPH0125130Y2 JP1983125134U JP12513483U JPH0125130Y2 JP H0125130 Y2 JPH0125130 Y2 JP H0125130Y2 JP 1983125134 U JP1983125134 U JP 1983125134U JP 12513483 U JP12513483 U JP 12513483U JP H0125130 Y2 JPH0125130 Y2 JP H0125130Y2
- Authority
- JP
- Japan
- Prior art keywords
- concrete anchor
- along
- hole
- concrete
- construction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】
この考案は、鉄筋コンクリート構造物あるいは
鉄骨鉄筋コンクリート構造物におけるコンクリー
トスラブ又は勾配付屋根から配管設備用の支持金
具や天井下地等を吊下して施工する時の合理化を
計り、信頼性と実用性を向上させる構築用自在イ
ンサートに関する。[Detailed description of the invention] This invention aims to streamline the construction of reinforced concrete structures or steel-framed reinforced concrete structures by suspending support fittings for piping equipment, ceiling bases, etc. from concrete slabs or sloped roofs. Concerning flexible inserts for construction that improve reliability and practicality.
従来、コンクリートスラブから配管設備用の支
持金具等を斜向状態で吊下、支持する場合やコン
クリート構造物の最上階の屋根から天井下地材等
を吊下する場合には、型枠に対して直角に取付け
たインサートに吊ボルトを螺合するに当り、該吊
ボルトをその都度、工事現場で折曲げて使用する
ことがほとんどであつた。 Conventionally, when suspending and supporting support fittings for piping equipment from a concrete slab in an oblique position, or when suspending ceiling base materials from the roof of the top floor of a concrete structure, it is necessary to In most cases, when a suspension bolt is screwed into an insert mounted at right angles, the suspension bolt is bent at the construction site each time.
このため、工事現場での施工に多くの労力と手
間がかかるばかりでなく、重量配管等に当つては
その吊ボルトの折曲げ部に相当の集中荷重が働ら
いて破断事故を起す重大な欠点があつた。 For this reason, not only does construction work at the construction site take a lot of effort and effort, but when it comes to heavy piping, a significant amount of concentrated load is applied to the bent portions of the suspension bolts, which is a serious drawback that can cause breakage accidents. It was hot.
この考案は上述した従来の問題点に鑑みなされ
たもので、その目的は一般のコンクリートスラブ
や最上階の勾配付屋根等からの吊ボルトの吊下が
所定範囲内で常に安全に、かつ、確実に行えると
共に、施工が容易で合理的に、かつ、実用上有効
な構築用自在インサートを提供することにある。 This idea was created in view of the conventional problems mentioned above, and its purpose is to ensure that hanging bolts can always be hung safely and reliably within a predetermined range from a general concrete slab or a sloped roof on the top floor. It is an object of the present invention to provide a flexible insert for construction that can be easily constructed, rationally, and practically effective.
上記目的を達成するため、この考案は、胴部の
上端に鍔部を設け、下端から軸心に沿つて内側を
次第に小径にした通孔を有する受座面と大径の空
洞部とを連設したコンクリートアンカー部材と、
このコンクリートアンカー部材の通孔及び空洞部
内に沿つて上下に摺動及び左右に揺動可能に収容
すると共に、胴部の上端に該コンクリートアンカ
ー部材の受座面に適合すべく形成した頭部と、下
端から軸心に沿つて雌ねじ孔を設けた取付部材
と、前記コンクリートアンカー部材の胴部を嵌着
すると共に底部より下方に突出すべく側面に数本
の釘を支持した支持部材とからなることを特徴と
する。 In order to achieve the above object, this invention provides a flange at the upper end of the body, and connects a large diameter hollow part with a receiving surface having a through hole whose inside diameter gradually becomes smaller from the lower end along the axis. The installed concrete anchor member and
The concrete anchor member is accommodated so as to be able to slide up and down and swing from side to side along the through hole and cavity, and has a head formed at the upper end of the body to fit the receiving surface of the concrete anchor member. , consisting of a mounting member with a female screw hole provided along the axis from the lower end, and a support member into which the body of the concrete anchor member is fitted and which supports several nails on the side so as to protrude downward from the bottom. It is characterized by
以下、この考案の実施例を図面に基づいて詳細
に説明する。 Hereinafter, embodiments of this invention will be described in detail based on the drawings.
第1図はこの考案の第1実施例による構築用自
在インサートの一部縦断正面図である。 FIG. 1 is a partially longitudinal sectional front view of a flexible construction insert according to a first embodiment of the invention.
1は金属製のコンクリートアンカー部材で、胴
部2の上端に平面円形状の鍔部3を膨出し、下端
から中心に沿つて内側を次第に小径にし、左右に
拡開した橢円状の通孔4を形成すると共に、この
通孔4の上位に周側半球面状の受座面5を、さら
に同軸心に沿つて左右に拡開した平面だ円状の大
径の空胴部6を貫通状態に連設し、該空胴部6の
下端周側を半球面状に形成する。 Reference numeral 1 designates a concrete anchor member made of metal, with a planar circular flange 3 protruding from the upper end of the body 2, and an oval-shaped through hole that gradually becomes smaller in diameter from the lower end along the center and widens left and right. 4, and a circumferential hemispherical seat surface 5 above the through hole 4, and a large-diameter planar elliptical cavity 6 that expands left and right along the coaxial center. The lower peripheral side of the cavity 6 is formed into a hemispherical shape.
7はこの空胴部6の上端を閉塞する蓋片であ
る。 7 is a lid piece that closes the upper end of the cavity 6.
8は上記コンクリートアンカー部材1の通孔4
及び空胴部6内に沿つて上下に摺動可能及び左右
に揺動可能に収容する取付部材で、上端に該コン
クリート部材1の受座面5の上面に適合すべく球
状に形成された頭部9を、下端には軸心に沿つて
雌ねじ孔10をそれぞれ一体に形成する。 8 is the through hole 4 of the concrete anchor member 1
and a mounting member that is housed so as to be slidable up and down and swingable from side to side along the inside of the cavity 6, and has a spherical head formed at the upper end to fit the upper surface of the receiving surface 5 of the concrete member 1. A female screw hole 10 is integrally formed at the lower end of the portion 9 along the axis.
なお、頭部9の形状は上記形状に限らず揺動可
能な形状であれば他の形状でもよい。 Note that the shape of the head 9 is not limited to the above shape, but may be any other shape as long as it is swingable.
12は合成樹脂製の支持部材で、上記コンクリ
ートアンカー部材1の胴部を嵌着する筒体13側
面の対向する2ケ所に該側面上部より下方に向つ
て貫通する通孔14,14を形成すると共に、こ
の筒体13の底面に座面15を形成してなる。 Reference numeral 12 denotes a support member made of synthetic resin, which has through holes 14, 14 formed at two opposing locations on the side surface of the cylindrical body 13 into which the body of the concrete anchor member 1 is fitted, penetrating downward from the upper part of the side surface. At the same time, a seat surface 15 is formed on the bottom surface of this cylindrical body 13.
16は2本の釘で、上記支持部材12の座面1
5下方に適宜長さ突出すべく前記支持部材の釘孔
に嵌着してなる。 Reference numeral 16 denotes two nails, which are attached to the seat surface 1 of the support member 12.
5 Fitted into the nail hole of the support member so as to protrude downward by an appropriate length.
上記のように構成した第1実施例の構築用自在
インサートの使用例について下記に述べる。 An example of how the flexible insert of the first embodiment configured as described above is used will be described below.
第2図に示すように、型枠P上の所要位置にお
いてコンクリートアンカー部材1の頭部を直接打
叩いて釘止めした後、コンクリートを打設する。 As shown in FIG. 2, the head of the concrete anchor member 1 is directly hammered and nailed at a predetermined position on the formwork P, and then concrete is poured.
養生後は型枠を解体し、これによつて下部に突
出した取付部材8の雌ねじ孔10に吊ボルトBを
螺入し、取付部材8の揺動範囲内において垂直下
に、あるいは斜向状態に吊下して配管設備用及び
天井下地材取付用に使用できるものである。 After curing, the formwork is dismantled, and the hanging bolt B is screwed into the female screw hole 10 of the mounting member 8 protruding from the bottom, and the hanging bolt B is screwed into the vertically downward or diagonal state within the swing range of the mounting member 8. It can be hung from the ceiling and used for piping equipment and for attaching ceiling base material.
このように、この考案の構築用自在インサート
によれば、インサートの性能を十分維持すると共
に、これに螺入して吊下する吊ボルトBの向きを
所定の範囲内で自由に、かつ、任意に変えること
ができ、新耐震設計による配管設備用にあるいは
勾配付屋根下の天井下地材取付用に優れた機能を
有すると共に、取付部材8は型枠取付時にはコン
クリートアンカー部材1内に収容、保持され、型
枠解体と同時に自然に下降して突出するため、イ
ンサート位置がはつきり確認でき、吊ボルトの螺
入作業が能率よく行なえる等、作業性にすぐれ、
実用上有効な構築用自在インサートである。 As described above, according to the flexible insert for construction of this invention, the performance of the insert is sufficiently maintained, and the direction of the hanging bolt B, which is screwed into the insert and suspended, can be freely and arbitrarily changed within a predetermined range. It has an excellent function for installing piping equipment with a new earthquake-resistant design or for installing a ceiling underlayment under a sloped roof, and the mounting member 8 is housed and held within the concrete anchor member 1 when installing the formwork. As the formwork is dismantled, it naturally descends and protrudes, so the insert position can be confirmed and the hanging bolts can be screwed in efficiently, resulting in excellent workability.
It is a flexible insert for practical construction.
次にこの考案に係る他の実施例を説明すると、
第3図は第2実施例の取付部材の拡大縦断正面図
で、第1実施例と同形状の取付部材81で、下端
より上端に向けて軸心に沿つて貫通した雌ねじ孔
101を設ける。 Next, another example of this invention will be explained.
FIG. 3 is an enlarged longitudinal sectional front view of the mounting member of the second embodiment. The mounting member 81 has the same shape as the first embodiment, and is provided with a female threaded hole 101 extending along the axis from the lower end to the upper end.
この場合も第1実施例と同様の作用、効果が期
待できる他、上記のように雌ねじ孔101が貫通
しているため、配管等の位置決めを行う場合、吊
ボルトBの寸法に多少の誤差を生じても十分な移
動量を有するため、確実に所定の位置に吊設でき
る効果がある。 In this case as well, the same actions and effects as in the first embodiment can be expected, and since the female threaded hole 101 is penetrating as described above, when positioning piping etc., some error in the dimensions of the hanging bolt B can be avoided. Since it has a sufficient amount of movement even if it occurs, it has the effect of being able to be reliably suspended in a predetermined position.
なお、取付部材頭部上方にスプリング等の弾性
体を装着して、その取付部材を常に押圧しておく
ことにより取付ボルトの取付作業が容易に行なえ
る効果も期待できる。 In addition, by attaching an elastic body such as a spring above the head of the mounting member to keep the mounting member pressed at all times, it can be expected that the mounting work of the mounting bolt can be easily performed.
以上詳細に説明したように、この考案のインサ
ートによれば吊下する吊ボルトの向きを自由に、
かつ、任意に変えることができ、作業性、施工性
にすぐれた機能を有すると共に、インサート位置
が一目で確認できる等、実用上すぐれた効果を有
するものである。 As explained in detail above, according to the insert of this invention, the direction of the hanging bolt can be freely adjusted.
In addition, it can be changed as desired, has excellent workability and construction efficiency, and has excellent practical effects, such as being able to confirm the insert position at a glance.
第1図はこの考案の第1実施例による構築用自
在インサートの一部縦断正面図、第2図は同上の
使用状態を示す一部縦断正面図、第3図は第2実
施例の取付部材の拡大縦断正面図である。
1……コンクリートアンカー部、8……取付部
材、12……支持部材、16……釘、P……型
枠。
Fig. 1 is a partially longitudinal front view of a flexible construction insert according to the first embodiment of the invention, Fig. 2 is a partially longitudinal front view showing the same usage condition, and Fig. 3 is a mounting member of the second embodiment. FIG. 1... Concrete anchor part, 8... Mounting member, 12... Supporting member, 16... Nail, P... Formwork.
Claims (1)
て内側を次第に小径にした通孔を有する受座面
と、大径の空洞部とを連設したコンクリートアン
カー部材と、このコンクリートアンカー部材の通
孔及び空洞部内に沿つて上下に摺動及び左右に揺
動可能に収容すると共に、胴部の上端に該コンク
リートアンカー部材の受座面に適合すべく形成し
た頭部と下端から軸心に沿つて雌ねじ孔を設けた
取付部材と、前記コンクリートアンカー部材の胴
部を嵌着すると共に底部より下方に突出すべく側
面に数本の釘を支持した支持部材とからなること
を特徴とする構築用自在インサート。 A concrete anchor member having a flange at the upper end of the body, a receiving surface having a through hole whose diameter gradually becomes smaller from the lower end along the axis, and a large diameter hollow part, and this concrete anchor. The member is housed so that it can slide up and down and swing from side to side along the through hole and cavity of the member, and a head formed at the upper end of the body to fit the receiving surface of the concrete anchor member and a shaft from the lower end. It is characterized by comprising a mounting member having a female threaded hole along the center, and a support member into which the body of the concrete anchor member is fitted and supporting several nails on the side so as to protrude downward from the bottom. Flexible insert for construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12513483U JPS6031405U (en) | 1983-08-10 | 1983-08-10 | Flexible insert for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12513483U JPS6031405U (en) | 1983-08-10 | 1983-08-10 | Flexible insert for construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6031405U JPS6031405U (en) | 1985-03-04 |
| JPH0125130Y2 true JPH0125130Y2 (en) | 1989-07-28 |
Family
ID=30285016
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12513483U Granted JPS6031405U (en) | 1983-08-10 | 1983-08-10 | Flexible insert for construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6031405U (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2518585Y2 (en) * | 1991-07-11 | 1996-11-27 | 正行 竹内 | Insert for locking hangings of concrete molded products |
| JP4616060B2 (en) * | 2005-04-18 | 2011-01-19 | 旭化成建材株式会社 | Wall mounting bracket and building outer wall structure using the same |
| JP6037727B2 (en) * | 2012-08-31 | 2016-12-07 | 株式会社Nttファシリティーズ | Vibration suppression suspension structure |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5124618U (en) * | 1974-08-10 | 1976-02-23 | ||
| JPS5232090U (en) * | 1975-08-28 | 1977-03-07 | ||
| JPS5830304Y2 (en) * | 1978-09-26 | 1983-07-04 | 日立マクセル株式会社 | Magnetic shielding plate correction device inserted into the lower case of the magnetic tape cartridge |
| JPS609061Y2 (en) * | 1980-09-09 | 1985-04-01 | 三菱自動車工業株式会社 | Arrangement structure of separator tank for fuel tank |
-
1983
- 1983-08-10 JP JP12513483U patent/JPS6031405U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6031405U (en) | 1985-03-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3413773A (en) | Saddle anchor | |
| JPH0125130Y2 (en) | ||
| JPS639622Y2 (en) | ||
| US4831796A (en) | Structural support insert for use with concrete | |
| JPS6019217Y2 (en) | ceiling structure | |
| JPH0125127Y2 (en) | ||
| JPH0125128Y2 (en) | ||
| KR200142434Y1 (en) | Setting-up structure of angle | |
| JPH0122806Y2 (en) | ||
| JPS6337374Y2 (en) | ||
| KR200193191Y1 (en) | Fixtures for construction angle | |
| JPH022809Y2 (en) | ||
| JPH0113685Y2 (en) | ||
| RU2835338C1 (en) | Suspension system for mounting a concrete panel of a building facade | |
| JP3046463U (en) | Anchor bolt | |
| JPH0225844Y2 (en) | ||
| JP2710651B2 (en) | Wall panel mounting structure | |
| JPS6032248Y2 (en) | Embedment material for concrete slabs | |
| JPH0343297Y2 (en) | ||
| JPS5825057Y2 (en) | building inserts | |
| JP2642101B2 (en) | Structure of mounting part of cantilever floor panel | |
| JPS6136681Y2 (en) | ||
| JPH0417709Y2 (en) | ||
| JPH019847Y2 (en) | ||
| JPS6023363Y2 (en) | Joist hanging fixing device |