JPH061412U - Seamless joint - Google Patents

Seamless joint

Info

Publication number
JPH061412U
JPH061412U JP4866792U JP4866792U JPH061412U JP H061412 U JPH061412 U JP H061412U JP 4866792 U JP4866792 U JP 4866792U JP 4866792 U JP4866792 U JP 4866792U JP H061412 U JPH061412 U JP H061412U
Authority
JP
Japan
Prior art keywords
side plates
joint
steel material
duct
sheath
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.)
Granted
Application number
JP4866792U
Other languages
Japanese (ja)
Other versions
JP2566509Y2 (en
Inventor
正博 杉本
松二郎 村山
篤 安斉
Original Assignee
橋梁技建株式会社
オリエンタル建設株式会社
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 橋梁技建株式会社, オリエンタル建設株式会社 filed Critical 橋梁技建株式会社
Priority to JP4866792U priority Critical patent/JP2566509Y2/en
Publication of JPH061412U publication Critical patent/JPH061412U/en
Application granted granted Critical
Publication of JP2566509Y2 publication Critical patent/JP2566509Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】 【目的】 掛止体の作用により圧縮した形態として、P
C部材間の目地部内に挿入し、PC鋼材の貫通を確認
後、伸張した形とすることにより、PC部材等のシ−ス
ダクト接続部材として、PC鋼線挿入状況を十分に目視
で確認し、シ−スダクトの面勾配、位置ずれに的確に対
応せしめてモルタルの流入を完全に防止しうべくなした
ものとする。 【構成】 ボ−ルチェ−ン14a、14bを各側板11
a、11bに引っ掛けて該各側板11a、11bの間隔
を圧縮した形態として、PC部材のかぶり厚さ内に挿入
し、PC鋼材の貫通を確認後、ボ−ルチェ−ン14a、
14bを該各側板11a、11bから外し、コイルバネ
13により該各側板11a、11bの間隔を伸張しうる
ようにしたもの。
(57) [Abstract] [Purpose] As a form compressed by the action of a hook, P
After inserting into the joint between the C members and confirming the penetration of the PC steel material, by making it into an expanded shape, the PC steel wire insertion state is sufficiently visually confirmed as a sheath duct connecting member such as the PC member, The inflow of mortar should be completely prevented by accurately responding to the surface gradient and position displacement of the sheath duct. [Structure] The ball chains 14a and 14b are attached to the side plates 11 respectively.
After being inserted into the cover thickness of the PC member to check the penetration of the PC steel material, the ball chain 14a,
14b is removed from the side plates 11a, 11b, and the coil spring 13 can extend the distance between the side plates 11a, 11b.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、PC梁部材間あるいはPC梁とPC柱の目地部に配設して、掛止体 の作用により、該目地部内に圧縮した形で挿入し、PC鋼材の貫通を確認した後 に伸張した形とし、目地部内にグラウトモルタルを充填することにより、PC部 材等のシ−スダクト接続部材として使用しうべくなしたシ−スレス・ジョイント に関する。 The present invention is arranged between the PC beam members or in the joints of the PC beams and the PC columns, and is inserted into the joints in a compressed form by the action of the latch body, and after confirming the penetration of the PC steel material, The present invention relates to a caseless joint intended to be used as a case duct connecting member such as a PC member by filling the joint with grout mortar in an expanded form.

【0002】[0002]

【従来の技術】[Prior art]

従来、狭い目地部分のシ−スダクト接続部材としては、一方のシ−スダクトに 接続した円筒状のパイプを他方のシ−スダクトに接続した円筒状のパイプに嵌入 し、バネ形状ゴムで接続する方式があり、シ−スダクトとパイプの接合部分の隙 間から目地部に充填したグラウトモルタルが漏れてシ−スダクト内部に侵入し、 また、目地部分の隙間がシ−スダクトに対して傾斜している場合に対応しえない などの問題が生じている。 また、各シ−スダクトをスポンジ製の蛇腹状の連結体で接続し、目地部にグラ ウトモルタルを充填して蛇腹状の連結体を固定した後にPC鋼材を挿入する方式 では、PC鋼材が接続部材に引っ掛かった場合に衝突位置が目視で確認しえない などの問題が生じている。 さらに、目地部分の隙間に、シ−スダクトと直角方向にOリング状弾性体を挿 入し、PC鋼材を貫通させる方式にあっては、PC鋼材が接続部材に引っ掛かっ た場合に衝突位置が目視で確認しえず、また、接続部材の形状が大きくて、目地 部に充填したグラウトモルタルの断面欠損による強度不足を起こすなどの問題が 生じている。 Conventionally, as a sheath duct connecting member for a narrow joint, a cylindrical pipe connected to one sheath duct is fitted into a cylindrical pipe connected to the other duct, and a spring-shaped rubber is used for connection. The grout mortar filled in the joints leaks from the gap between the joint between the sheath duct and the pipe and enters the inside of the sheath duct, and the joint gap is inclined with respect to the sheath duct. There are problems such as not being able to handle cases. Also, in the method in which each sheath duct is connected by a sponge-shaped bellows-shaped connecting body, the joint is filled with grout mortar to fix the bellows-shaped connecting body, and then the PC steel material is inserted, the PC steel material is a connecting member. There is a problem that the collision position cannot be visually confirmed when it is caught on. In addition, in the system in which an O-ring elastic body is inserted in the joint part in the direction perpendicular to the sheath duct to penetrate the PC steel material, when the PC steel material is caught by the connecting member, the collision position is visually observed. In addition, there is a problem that the shape of the connecting member is large and the strength of the grout mortar filled in the joint is insufficient due to the lack of cross section.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

そこで、本考案は、上述した従来の欠点を除去するためになされたものであっ て、PC梁部材間あるいはPC梁とPC柱の目地部に配設して、掛止体の作用に より、該目地部内に圧縮した形で配設し、PC鋼材の貫通を確認した後に伸張し うべき形態とし、目地部内にグラウトモルタルを充填することすることにより、 PC部材等のシ−スダクト接続部材として、バネ材で接続しているため、かつ、 連続気泡を有する防水材を付しているため接続部材への流入を完全に防止し、シ −スダクトの面勾配および位置ずれに的確に対応し、接続部材へのPC鋼材挿入 状況を目視で十分に確認し、PC部材間の目地部内にコンパクトに収納しうるシ −スレス・ジョイントを提供することを目的とする。 Therefore, the present invention has been made in order to eliminate the above-mentioned conventional drawbacks, and is provided between the PC beam members or at the joints between the PC beams and the PC columns, and By arranging it in a compressed form inside the joint, and confirming the penetration of the PC steel material, it should be expanded, and by filling the joint with grout mortar, it can be used as a sheath duct connecting member such as a PC member. Since it is connected by a spring material and is equipped with a waterproof material having open cells, it completely prevents the inflow to the connection member, and accurately responds to the surface inclination and displacement of the sheath duct. It is an object of the present invention to provide a caseless joint capable of compactly accommodating in a joint portion between PC members by visually checking the insertion state of PC steel material into a connecting member.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

そこで、本考案は、開口部を有する一対の側板と、該各側板を接続しうべき伸 縮自在な蛇腹状の連結体と、該各側板の間隔を伸縮しうべく連結体内部に配設さ れたバネ体と、該バネ体の内応力を調節しうべく各側板に連結された一対の掛止 体と、該側壁の両外側に設けられた緩衝体とよりなり、二本のシ−スダクト間に 配設して各シ−スダクト間を接続しうべくなしたことにより、上記目的を達成し ようとするものである。 In view of this, the present invention provides a pair of side plates having openings, an expandable and contractible bellows-shaped connecting body to which the side plates are connected, and a connecting body disposed inside the connecting body to expand and contract the space between the side plates. It consists of a clamped spring body, a pair of hooks connected to each side plate to adjust the internal stress of the spring body, and a buffer provided on both outer sides of the side wall. -It is intended to achieve the above-mentioned object by arranging between the ducts so as to connect between the respective ducts.

【0005】[0005]

【作用】[Action]

本考案においては、掛止体の作用により、開口部を有する一対の側板の間隔を 圧縮した形としてPC部材等のかぶり厚さ内等に挿入し、PC鋼材の貫通を確認 した後に、該各側板の間隔を伸張した形として目地部内にグラウトモルタルを充 填することにより、PC梁部材間あるいはPC梁とPC柱のシ−スダクト接続部 材として使用して、バネ材で接続しているため、目地部に充填したグラウトモル タルの接続部への流入を完全に防止し、シ−スダクトの面勾配および位置ずれに 的確に対応し、接続部材へのPC鋼材挿入状況を十分に目視で確認し、PC部材 のかぶり厚さ内等にコンパクトに収納することが可能となる。 In the present invention, due to the action of the hook, the gap between the pair of side plates having the opening is compressed and inserted into the cover thickness of the PC member or the like, and after confirming the penetration of the PC steel material, the Since the joints are filled with grout mortar with the side plates extended, the joints are connected between the PC beam members or between the PC beams and the PC pillars by means of springs. Completely prevent the grout mortar filled in the joints from flowing into the joints, accurately respond to the surface gradient and displacement of the sheath duct, and fully visually check the insertion state of PC steel into the joints. It becomes possible to compactly store it within the cover thickness of the PC member.

【0006】[0006]

【実施例】【Example】

以下引き続き、本考案のシ−スレス・ジョイントの要旨をさらに明確にするた め、図1ないし図4を利用して、一実施例を説明する。 1はシ−スレス・ジョイントであり、円形の開口部を有する一対の円形の側板 11a、11bと、該各側板11a、11b間を接続する伸縮自在なゴム製もし くは合成樹脂製の蛇腹状の連結体12と、該各側板11a、11bの間隔を伸縮 しうべく蛇腹状の連結体12内部に配設されたコイルバネ13と、該コイルバネ 13の内応力を調節しうべく各側板11a、11b間に連結された一対のボ−ル チェ−ン14a、14bと、該側板11aより突成されたゴム製の蛇腹状の緩衝 体125と、該側板11bに設けられたウレタンスポンジ製の緩衝体15により 構成されている。 さらに、該ボ−ルチェ−ン14a、14bは任意数の鋼鉄製のボ−ル141a 、141bと、該ボ−ル141a、141bを貫通する鋼線142a、142b とにより構成されており、また、該各側板11a、11bの外周には、前記ボ− ル141a、141bを引っ掛けるスリットで外部開放状とした小孔部111a 111bがあり、ボ−ルチェ−ン14a、14bによりシ−スレス・ジョイント 1を短縮された形で保持しうるようになつている。 An embodiment will be described below with reference to FIGS. 1 to 4 in order to further clarify the gist of the caseless joint of the present invention. Reference numeral 1 denotes a sheathless joint, which is a pair of circular side plates 11a and 11b having circular openings, and a bellows shape made of elastic rubber or synthetic resin for connecting the side plates 11a and 11b. Of the connecting body 12 and the side plates 11a and 11b, the coil spring 13 disposed inside the bellows-like connecting body 12 for expanding and contracting the space between the side plates 11a and 11b, and the side plates 11a and 11a for adjusting the internal stress of the coil spring 13. A pair of ball chains 14a, 14b connected between the side plates 11b, a bellows-shaped cushioning body 125 made of rubber protruding from the side plate 11a, and a urethane sponge cushion provided on the side plate 11b. It is composed of a body 15. Further, the ball chains 14a, 14b are composed of an arbitrary number of steel balls 141a, 141b and steel wires 142a, 142b penetrating the balls 141a, 141b. On the outer circumferences of the side plates 11a and 11b, there are small hole portions 111a and 111b which are opened to the outside by slits for hooking the balls 141a and 141b, respectively. Can be held in a shortened form.

【0007】 次に、シ−スレス・ジョイント1をPC部材Pのシ−スダクトS1と橋梁の桁 駆体Kのシ−スダクトS2の接続部材として使用するには、まず、ボ−ルチェ− ン14a、14bのボ−ル141a、141bを該各側板11a、11bの小孔 111a、111bに引っ掛けてシ−スレス・ジョイント1を圧縮された形態と し、これをPC部材Pのかぶり厚さPk内部に側板11aの方を先頭として挿入 し、PC鋼材が的確にシ−スレス・ジョイント1内に貫通しているかどうかを確 認しながら、PC鋼材Pcをシ−スダクトS1、シ−スレス・ジョイント1およ びシ−スダクトS2内を貫通させた後、ボ−ルチェ−ン14a、14bの一端を 各側板11a、11bから外して、コイルバネ13の内応力を開放し、シ−スレ ス・ジョイント1を伸張した形として、側板11aを蛇腹状の連結体125を介 してPC部材Pに密着させ、側板11bをウレタンスポンジ製の緩衝体15を介 して桁躯体Kに密着させることにより、シ−スダクトS1およびシ−スダクトS 2の接続部材として効果的に使用することが可能となる。Next, in order to use the caseless joint 1 as a connecting member between the case duct S1 of the PC member P and the case duct S2 of the girder body K of the bridge, first, the ball chain 14a is used. , 14b balls 141a, 141b are hooked on the small holes 111a, 111b of the side plates 11a, 11b to make the caseless joint 1 in a compressed form, which is the inside of the cover thickness Pk of the PC member P. While inserting the side plate 11a into the case, the PC steel material Pc is accurately penetrated into the caseless joint 1, and the PC steel material Pc is inserted into the case duct S1 and the caseless joint 1. After passing through the sheath duct S2, one end of the ball chains 14a, 14b is removed from the side plates 11a, 11b to relieve the internal stress of the coil spring 13 to release the sheath stress. -As the joint 1 is extended, the side plate 11a is brought into close contact with the PC member P via the bellows-like connecting body 125, and the side plate 11b is brought into close contact with the girder skeleton K via the urethane sponge buffer 15. As a result, it can be effectively used as a connecting member for the sheath duct S1 and the sheath duct S2.

【0008】 なお、前記実施例では、一個所に配設した場合について述べたが4個所等任意 数の個所に配設するものであり、また、かぶり厚さは目地部に作業容易なスペ− スが確保されればとりわけて設けなくてもよく、また、側板の形状は円形とした が任意の形状でよく、さらに、各側板に設ける緩衝体はゴム製あるいはウレタン スポンジ製としたが弾力性のあるものならば任意の材料でなるものとしてよいな ど、本考案に係わるシ−スレス・ジョイントの各構成要素の形状、大きさ、材質 、作動方法等は、前記した目的、作用および後記する考案の効果が達成される範 囲内においてそれぞれ任意に定められてよく、これらの変更はいずれも本考案の 要旨を何ら変更するものでないことは申すまでもない。In addition, in the above-mentioned embodiment, the case where it is arranged at one place has been described, but it is arranged at any number of places such as four places, and the covering thickness is a space which is easy to work on the joint portion. If the space is secured, it is not necessary to provide it, and the shape of the side plate is circular, but it may be any shape, and the cushioning body provided on each side plate is made of rubber or urethane sponge However, the shape, size, material, operating method, etc. of each constituent element of the caseless joint according to the present invention will be described in the above-mentioned purpose, function, and later. It is needless to say that each of these changes does not change the gist of the present invention in any way within the scope of achieving the effect of the present invention.

【0009】[0009]

【考案の効果】[Effect of device]

以上詳細に説明したように、本考案に係るシ−スレス・ジョイントは、掛止体 の作用により、開口部を有する一対の側板の間隔を圧縮した形態として、PC部 材間の目地部に挿入し、PC鋼材の貫通を確認した後に、該各側板の間隔を伸張 した形態として目地部内にグラウトモルタルを充填することにより、PC梁部材 間あるいはPC梁とPC柱のシ−スダクト接続部材として使用して、バネ材で接 続しているため、目地部分に充填したグラウトモルタルの接続部への流入を完全 に防止し、かつ、シ−スダクトの面勾配および位置ずれに的確に対応し、さらに 、接続部内へのPC鋼材の挿入状況を目視により十分確認して、目地部内にコン パクトに収納することが可能となる。 以上説明したように、本考案は、従来にない独特の効果を奏しうるものであり 、まことに実用的で優れた考案である。 As described in detail above, the caseless joint according to the present invention is inserted into the joint between the PC parts in a form in which the distance between the pair of side plates having the opening is compressed by the action of the hooking body. Then, after confirming the penetration of the PC steel material, by filling the grout mortar in the joint with the space between the side plates extended, it is used as a space duct connecting member between PC beam members or between PC beams and PC columns. Since it is connected with a spring material, it completely prevents the grout mortar filling the joints from flowing into the connection part, and accurately responds to the surface gradient and displacement of the sheath duct. Therefore, it becomes possible to visually check the insertion state of the PC steel material into the connection portion and store it in the joint portion compactly. As described above, the present invention is capable of exerting a unique effect which has never been achieved, and is a practical and excellent device.

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

【図1】本考案を半断面と外形形状で示す正面図であ
る。
FIG. 1 is a front view showing the present invention in a half section and an outer shape.

【図2】図1の平面図である。FIG. 2 is a plan view of FIG.

【図3】図1の底面図である。FIG. 3 is a bottom view of FIG.

【図4】本考案の施工状態を示す説明図である。FIG. 4 is an explanatory view showing a construction state of the present invention.

【符号の説明】[Explanation of symbols]

1 シ−スレス・ジョイント 11a 側板 11b 側板 111a 小孔部 111b 小孔部 12 連結体 125 緩衝体 13 コイルバネ 14a ボ−ルチェ−ン 14b ボ−ルチェ−ン 141a ボ−ル 141b ボ−ル 142a 鋼線 142b 鋼線 15 緩衝体 K 橋梁桁駆体 P PC部材 Pk PC部材かぶり厚さ Pc PC鋼材 S1 シ−スダクト S2 シ−スダクト 1 series joint 11a side plate 11b side plate 111a small hole part 111b small hole part 12 connecting body 125 buffer body 13 coil spring 14a ball chain 14b ball chain 141a ball 141b ball 142a steel wire 142b Steel wire 15 Buffer body K Bridge girder drive body P PC member Pk PC member Cover thickness Pc PC Steel material S1 sheath duct S2 sheath duct

───────────────────────────────────────────────────── フロントページの続き (72)考案者 安斉 篤 愛知県名古屋市名東区貴船3丁目109番地 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Atsushi Anzai 109 109 Kibune, Meito-ku, Nagoya, Aichi

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 開口部を有する一対の側板と、該各側板
を接続しうべき伸縮自在な蛇腹状の連結体と、該各側板
の間隔を伸縮しうべく連結体内部に配設されたバネ体
と、該バネ体の内応力を調節しうべく各側板間に連結さ
れた一対の掛止体と、該側壁の両外側に設けられた緩衝
体とよりなり、二本のシ−スダクト間に配設して各シ−
スダクト間を接続しうべくなしたことを特徴とするシ−
スレス・ジョイント。
1. A pair of side plates having an opening, an expandable and contractible bellows-like connecting body for connecting the side plates, and a pair of side plates disposed inside the connecting body for expanding and contracting a space between the side plates. The two body ducts are composed of a spring body, a pair of hooks connected between the side plates to adjust the internal stress of the spring body, and a cushioning body provided on both outer sides of the side wall. Installed between each sheet
A sheath characterized by being designed to connect between ducts
Thresh joint.
JP4866792U 1992-06-17 1992-06-17 Sheathless joint Expired - Lifetime JP2566509Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4866792U JP2566509Y2 (en) 1992-06-17 1992-06-17 Sheathless joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4866792U JP2566509Y2 (en) 1992-06-17 1992-06-17 Sheathless joint

Publications (2)

Publication Number Publication Date
JPH061412U true JPH061412U (en) 1994-01-11
JP2566509Y2 JP2566509Y2 (en) 1998-03-30

Family

ID=12809684

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4866792U Expired - Lifetime JP2566509Y2 (en) 1992-06-17 1992-06-17 Sheathless joint

Country Status (1)

Country Link
JP (1) JP2566509Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61184534U (en) * 1985-05-10 1986-11-18
KR200485218Y1 (en) * 2017-07-27 2017-12-08 이성무 Joint apparatus for form

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61184534U (en) * 1985-05-10 1986-11-18
JPH0240905Y2 (en) * 1985-05-10 1990-10-31
KR200485218Y1 (en) * 2017-07-27 2017-12-08 이성무 Joint apparatus for form

Also Published As

Publication number Publication date
JP2566509Y2 (en) 1998-03-30

Similar Documents

Publication Publication Date Title
KR101814688B1 (en) Reinforced concrete building openings and cross-sectional reinforcement structures
US3712413A (en) Sound absorbing device
JPH061412U (en) Seamless joint
JP6148697B2 (en) Formwork
JPS6127387Y2 (en)
JP7087260B2 (en) Column-beam joint structure
JP3483498B2 (en) Seismic isolation handrail
JP2021014721A (en) Reinforcement bar joint method and reinforcement bar joint structure
JPH0518437Y2 (en)
JP2877866B2 (en) Sleeve tube mounting method
JP6782887B2 (en) Aperture reinforcement unit
JPH073359Y2 (en) Glove bag for preventing the spread of radioactive contamination
JPS6315374Y2 (en)
JPH06299540A (en) Double-steel shell-combined structural wall
CN108731895B (en) High drop pipe vibration test stand
JP6839623B2 (en) Connecting tool for steel sheet pile
JPH032405A (en) Floating body construction
JP4269572B2 (en) Protective member for underground pipe
JPS5922761Y2 (en) Power cable offset section
JP2571521Y2 (en) Piping material retainer
JPS62171627A (en) Fish preserve apparatus
JPS6126460Y2 (en)
JP5557603B2 (en) Surface treatment material for soft ground
JPH1068295A (en) Concrete segment
SU947329A1 (en) Connection assembly of bars of three-dimensional framework