JP3121152B2 - Buried connecting member - Google Patents

Buried connecting member

Info

Publication number
JP3121152B2
JP3121152B2 JP04301844A JP30184492A JP3121152B2 JP 3121152 B2 JP3121152 B2 JP 3121152B2 JP 04301844 A JP04301844 A JP 04301844A JP 30184492 A JP30184492 A JP 30184492A JP 3121152 B2 JP3121152 B2 JP 3121152B2
Authority
JP
Japan
Prior art keywords
buried
plate
base
connecting member
embedded
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 - Fee Related
Application number
JP04301844A
Other languages
Japanese (ja)
Other versions
JPH06129091A (en
Inventor
成雄 安斎
忠徳 国川
純雄 服部
幹 青山
好正 林
晴果 小川
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.)
Obayashi Corp
Kuraray Co Ltd
Original Assignee
Obayashi Corp
Kuraray Co Ltd
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 Obayashi Corp, Kuraray Co Ltd filed Critical Obayashi Corp
Priority to JP04301844A priority Critical patent/JP3121152B2/en
Publication of JPH06129091A publication Critical patent/JPH06129091A/en
Application granted granted Critical
Publication of JP3121152B2 publication Critical patent/JP3121152B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、例えば薄肉のプレキ
ャスト版(以下、PC版と称す)をコンクリート製の柱
や梁などを打込み形成するための型枠に使用するPC版
打込み型枠工法において、PC版同士を折り曲げ可能に
連結するために用いられる埋設連結部材に関するもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a PC plate driving formwork method in which, for example, a thin precast plate (hereinafter referred to as a PC plate) is used as a form for driving and forming concrete columns and beams. The present invention relates to an embedded connecting member used for connecting the PC plates in a bendable manner.

【0002】[0002]

【従来の技術】従来、現場施工によりコンクリート構造
物を施工する場合、通常、木質板や鋼板等の単材型枠を
型枠工によって組み立て、同型枠内に所要の配筋を施し
た後コンクリートを打設し、同打設コンクリートが所定
の強度を発現した後、前記型枠を解体し、更に同型枠を
転用又は流用している。しかしながら、このような方法
では、コンクリート構造物の形状に合わせて型枠工によ
り組み立て、更に解体するという作業が必要であり、慢
性的な建設従事者の不足により、所要の作業員の確保が
充分でなく、また、作業員の未熟により品質の確保、安
全管理等に問題がある。
2. Description of the Related Art Conventionally, when a concrete structure is constructed by on-site construction, usually, a single-material formwork such as a wooden board or a steel plate is assembled by a formwork, and after a necessary reinforcing arrangement is provided in the formwork, the concrete is formed. After the cast concrete exhibits a predetermined strength, the form is dismantled and the form is diverted or diverted. However, in such a method, it is necessary to assemble with a formwork in accordance with the shape of the concrete structure, and further disassemble the work, and due to a chronic shortage of construction workers, sufficient workers can be secured. In addition, there is a problem in quality assurance, safety management, etc. due to inexperience of workers.

【0003】かかる構造物の施工においては、構造躯体
の柱や梁の外側部又は同外側部の一部をコンクリート製
としたプレキャストコンクリート製の中空型枠を現場に
搬入し、同型枠内に所要の配筋を施した後コンクリート
を打設する半PC中空型枠が使用されることがある。し
かし、多品種少量の構造部材が要求される現状において
は、半PC中空型枠の製造に要する型枠の種類が増大
し、製造コストがかさむという問題点があった。そこ
で、半PC中空型枠の製造方法の合理化を図るため、P
C版同士を蝶番式の金具帯(特開平2−167960号
公報)や、膨頭形状レールの埋設素子が付いた成形板状
体(特願平3−033680号)などを用いて連結し、
所要の柱、梁などの立体的な型枠を組み立てる方法が提
案されてきている。
[0003] In the construction of such a structure, a hollow precast concrete formwork in which the outside portions of the columns and beams of the structural frame or a part of the outside portions are made of concrete is carried into the site, and the necessary form is put in the formwork. Semi-PC hollow formwork in which concrete is cast after the arrangement of the reinforcing bars is applied. However, in the present situation where a large number of types and a small number of structural members are required, there has been a problem that the number of types of molds required for manufacturing a half-PC hollow mold increases and the manufacturing cost increases. Therefore, in order to rationalize the manufacturing method of the half-PC hollow formwork, P
The C plates are connected to each other using a hinge-type metal band (Japanese Patent Application Laid-Open No. 2-167960) or a molded plate-like body with a buried element of a protruding rail (Japanese Patent Application No. 3-033680).
Methods for assembling three-dimensional forms such as required columns and beams have been proposed.

【0004】[0004]

【発明が解決しようとする課題】従来の埋設連結部材の
うち、蝶番式の金具帯は、PC版などの被連結部材への
埋設前の状態における屈曲性は良いが、埋設後において
は例えばコンクリートなどの被連結部材の構成材料の一
部が、屈曲用支点部に流れ込んで硬化することにより屈
曲性が損なわれる。しかも、2つの被連結部材間には、
蝶番の可動部の切れ目が存在するので、シール性にも問
題がある。
Among the conventional buried connecting members, a hinge-type metal band has good flexibility before embedding in a connected member such as a PC plate, but after embedding, for example, concrete A part of the constituent material of the connected member flows into the bending fulcrum and hardens, so that the flexibility is impaired. Moreover, between the two connected members,
Since there is a break in the movable part of the hinge, there is also a problem in the sealing performance.

【0005】一方、基部が成形板状である成形帯の場合
は、かかる問題はないものの、PC版打込み型枠工法に
利用した後、そのまま内外装仕上面として、塗装施工、
パテ施工、接着施工、モルタル施工など仕上施工の際
に、塗料やパテなどの付着性が悪いので、仕上材の接合
力が十分得られない。また、光沢などがコンクリートと
大きく異っており、そのため、隣接するPC版面との仕
上り外観斑が出たり、あるいは、コンクリートよりも耐
候性に劣るので、長期間の使用により亀裂が発生するな
ど、内外装面としての使用には、不十分なものであっ
た。
[0005] On the other hand, in the case of a molded strip having a base portion in the form of a molded plate, there is no such a problem.
At the time of finishing work such as putty work, adhesive work, and mortar work, the adhesion of paint and putty is poor, so that the bonding strength of the finish material cannot be sufficiently obtained. In addition, the gloss etc. are significantly different from concrete, so that the appearance unevenness of the finish with the adjacent PC plate surface appears, or the weather resistance is inferior to concrete, so cracks will occur due to long-term use, etc. It was insufficient for use as interior and exterior surfaces.

【0006】この発明は上記の実情に鑑みてなされたも
ので、屈曲性を損なうことなく、また適度のシール性及
び外観の良好な状態で2つの被連結部材を強固に連結す
ることができ、特に、現場打込み施工後、版状部材を使
用した構造部の仕上施工性を大幅に改良し得る埋設連結
部材を提供することを目的としている。
The present invention has been made in view of the above-mentioned circumstances, and can firmly connect two members to be connected without deteriorating the bendability and with an appropriate sealing property and good appearance. In particular, it is an object of the present invention to provide a buried connecting member that can significantly improve the finish workability of a structural part using a plate-like member after the site driving work.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
に、この発明に係る埋設連結部材は、少なくとも一方が
硬化性もしくは固化性の版状部材からなる2つの被連結
部材を連結するもので、上記版状部材に接合される接合
部は、上記版状部材の表面に位置する基部と、この基部
から版状部材の内方へ延びる多数の埋設素子とを備えて
いる。上記版状部材は、上記埋設連結部材が埋設された
状態で上記基部の一部及び埋設素子と一体的に硬化もし
くは固化して接合されている。埋設連結部材における被
連結部材との接合部間に位置して両接合部を連結する連
結部と、上記基部とが、地糸として地織り部が単糸3〜
50デニールの多条糸を用い、この地糸のピッチが0.
3mm以上2.5mm以下で、地糸間の開口幅が1.5
mm以下である繊維編織構造の面体からなり、上記連結
部が折り曲げ方向に変形可能とされているものである。
ここで硬化性とは、水硬性、気硬性などのように反応に
よって硬化する性質をいい、固化性とは、水又は熱の出
入りなどによって固化する性質をいう。
In order to achieve the above object, a buried connecting member according to the present invention connects at least one of two connected members made of a hardening or solidifying plate member. The joint to be joined to the plate-like member includes a base located on the surface of the plate-like member, and a number of embedded elements extending from the base to the inside of the plate-like member. The plate-shaped member is integrally hardened or solidified and joined to a part of the base and the embedded element in a state where the embedded connecting member is embedded. The connecting portion, which is located between the connecting portions of the buried connecting member and the member to be connected and connects the two connecting portions, and the base portion has a ground weave portion of a single yarn 3 to
A 50 denier multi-thread is used, and the pitch of the ground thread is set to 0.
3 mm or more and 2.5 mm or less, and the opening width between ground yarns is 1.5
mm or less, and the connecting portion is deformable in the bending direction.
Here, the term "curable" refers to a property of being cured by a reaction such as hydraulic property or air-hardening property, and the term "solidifying property" refers to a property of being solidified by the flow of water or heat.

【0008】[0008]

【作用】上記構成によれば、2つの版状部材に接合され
る接合部は、版状部材の表面に位置する基部と、この基
部から版状部材の内方へ延びる多数の埋設素子とを有し
ているから、この接合部を版状部材に対して強固に密着
して接合することが可能である。しかも連結部及び基部
を繊維編織構造の面体で構成しているから、連続したテ
ープ状にすることができるので、切れ目をなくしてシー
ル性を適度に保持することができ、かつ、外観的にも端
正に接合することができる。また、基部及び連結部が一
体の繊維編織構造の面体で構成されているから、両接合
部を連結する連結部が2つの被連結部材の連結材とし
て、適度な屈曲性を保つ。最も特徴とするところは、基
部及び連結部が一体の繊維編織構造の面体で構成されて
いるので、埋設連結部材の外表面にモルタル液などが浸
透するから、PC版などと同様に現場での打込み施工後
の塗装やパテ、モルタルなどによる仕上施工性が良好で
あり、そのため、隣接する版状部材の表面部との仕上斑
が無い良好な外観が得られる。
According to the above construction, the joint to be joined to the two plate-like members comprises a base located on the surface of the plate-like member and a number of embedded elements extending from the base to the inside of the plate-like member. Because of this, it is possible to tightly adhere this joint to the plate-like member and join it. Moreover since the connecting portion and the base is constituted by tetrahedral fiber knitted woven structure, it is possible to a continuous tape-like, it can be appropriately kept sealed by eliminating cuts and appearance to be It can be neatly joined. Further, since the base portion and the coupling portion is constituted by a tetrahedral integral fiber knitted woven structure, connecting portion for connecting the two junctions as a connecting member for two of the coupling members, kept moderate flexibility. The most distinctive feature is that the base and the connecting part are composed of a unitary fiber knitted and woven structure, so that the mortar liquid penetrates into the outer surface of the buried connecting member. Good finish workability by painting, putty, mortar, etc. after driving in, and a good appearance without finish spots on the surface of the adjacent plate-like member is obtained.

【0009】[0009]

【実施例】以下、この発明の実施例を図面にもとづいて
説明する。図1は、2つの被連結部材同士1A,1Bを
第1実施例に係る左右対称形の埋設連結部材2により連
結した状態を示す要部の断面図である。同図において、
1A,1Bは版状部材からなる被連結部材の一例として
のPC版で、これらPC版1A,1Bは、通常、厚みT
が8〜50mmのものが使用され、埋設連結部材2が埋
設された状態で硬化している。上記埋設連結部材2は、
上記PC版1A,1Bにそれぞれ接合される左右の接合
部3,3と、これら両接合部3,3を連結する連結部4
とからなる。上記左右の接合部3は、PC版1A,1B
の表面に沿って位置する基部5と、この基部5からPC
版1A,1Bの内方へ延びる埋設素子6とを備えてい
る。PC版1A,1Bは、上記埋設連結部材2が埋設さ
れた状態で、埋設素子6及び基部5の一部と一体的に硬
化(もしくは固化)して、埋設連結部材2に接合されて
いる。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a sectional view of a main part showing a state in which two connected members 1A and 1B are connected by a symmetrical embedded connecting member 2 according to the first embodiment. In the figure,
1A and 1B are PC plates as an example of a member to be connected made of a plate-shaped member. These PC plates 1A and 1B usually have a thickness T.
8 to 50 mm is used, and is hardened in a state where the embedded connecting member 2 is embedded. The buried connecting member 2 includes:
Left and right joints 3, 3 joined to the PC plates 1A, 1B, respectively, and a joint 4 for joining the two joints 3, 3
Consists of The left and right joints 3 are PC versions 1A, 1B
Base 5 located along the surface of the
A buried element 6 extending inward of the plates 1A, 1B. The PC plates 1A and 1B are integrally hardened (or solidified) with the embedded element 6 and a part of the base 5 in a state where the embedded connecting member 2 is embedded, and are joined to the embedded connecting member 2.

【0010】上記埋設連結部材2におけるPC版1A,
1Bとの接合部間には、連結部4が位置している。この
連結部4と上記基部5,5とは、一体の繊維編織構造の
面体又は不織布からなり、上記連結部4が折り曲げ可能
になっている。上記PC版1A,1Bの端部には、矢印
A方向に折り曲げた際の干渉を避けるために、傾斜面1
a,1bが形成されている。なお、PC版1A,1Bに
は、補強用の網体10が設けられている。
The PC plate 1A in the buried connecting member 2
The connecting portion 4 is located between the joining portions with the connecting portion 1B. The connecting portion 4 and the bases 5 and 5 are formed of a unitary body or a nonwoven fabric of a fiber woven structure, and the connecting portion 4 is bendable. In order to avoid interference when bending in the direction of arrow A, inclined surfaces 1 are provided at the ends of the PC plates 1A and 1B.
a and 1b are formed. The PC plates 1A and 1B are provided with a reinforcing net 10.

【0011】上記繊維編織構造の面体としては、金属繊
維などの無機材料で形成してもよいが、好ましくは、柔
軟性のある樹脂繊維編織構造の面体を用いる。この繊維
編織構造の面体は、マジックテープ(登録商標)、マジ
タッチ(登録商標)など、市販の面ファスナの織り構造
に類似したもので、繊維素子を基部5に用い、埋設素子
6を平織、ラッセル織、カラミ織などで一体的に織り込
んで植設したものが最も好ましい。上記埋設素子6は、
図2(a)の斜視図に示すように基部5の埋設面5aに
全面的に群列状に配植されている。
The face of the fiber knitted structure may be formed of an inorganic material such as a metal fiber, but preferably, a face of a flexible resin fiber knitted structure is used. The face body of this fiber woven structure is similar to the woven structure of a commercially available hook-and-loop fastener, such as Velcro (registered trademark) and Magic Touch (registered trademark). The fiber element is used for the base 5 and the buried element 6 is plain-woven and Russell. It is most preferable that they are integrally woven and woven by weaving or knitting. The embedded element 6 is
As shown in the perspective view of FIG. 2 (a), the entire surface is laid in a group row on the buried surface 5a of the base 5.

【0012】埋設連結部材2の強力及び埋設強力(PC
版との付着力)は、連結性能上重要であり、PC版1
A,1Bの用途、構造、サイズなどによって選定され
る。通常の鉄筋コンクリート建築物の梁、柱等に使用さ
れるPC版連結の場合、基部5の引張強さは2kg/cm 以
上100kg/cm 以下で、埋設強力は、引きはがし(ピー
ル)強力で1kg/cm 以上好ましくは2kg/cm 以上が用い
られる。引張強さが2kg/cm 以下では、破断し易く、ま
た、2つのPC版1A,1Bの相関保持性が低いからで
ある。一方、引張強さが100kg/cm 以上では、強度が
過剰でコストアップを招くだけでなく、基地が厚くなっ
たり、硬くなって屈曲性を損うからである。また、ピー
ル強力が1kg/cm 以下では、組立時に埋設連結部材2が
剥れるからである。使用される埋設連結部材2のテープ
幅Wは、通常40mmから200mmのものを用いる。
The strength of the buried connecting member 2 and the buried strength (PC
Adhesion to the plate) is important for the connection performance.
A, 1B is selected depending on the application, structure, size, and the like. In the case of PC plate connection used for beams, columns, etc. of ordinary reinforced concrete buildings, the tensile strength of the base 5 is 2 kg / cm or more and 100 kg / cm or less, and the burial strength is 1 kg / peel strength. cm or more, preferably 2 kg / cm or more. If the tensile strength is not more than 2 kg / cm, it is easy to break, and the correlation retention between the two PC plates 1A and 1B is low. On the other hand, if the tensile strength is 100 kg / cm or more, not only is the strength excessive, which leads to an increase in cost, but also the base becomes thicker or harder, impairing the flexibility. If the peel strength is 1 kg / cm or less, the embedded connecting member 2 peels off during assembly. The tape width W of the embedded connecting member 2 to be used is usually 40 mm to 200 mm.

【0013】図1のPC版1A,1Bと埋設連結部材2
とは、主として、上記埋設素子6により結合されるが、
両者の結合強度を十分なものとするためには、基部5と
PC版1A,1Bとの結合性を高めるために、埋設素子
6のサイズと配列が重要な要素となる。ここで、埋設素
子6のサイズや配列は、埋設素子6の形状などに基づい
て選定される。
The PC plates 1A, 1B and the buried connecting member 2 shown in FIG.
Is mainly connected by the buried element 6,
In order to increase the bonding strength between the two, the size and arrangement of the buried elements 6 are important factors in order to enhance the bonding between the base 5 and the PC plates 1A and 1B. Here, the size and arrangement of the buried elements 6 are selected based on the shape of the buried elements 6 and the like.

【0014】たとえば、モノフィラメントのループ糸
や、モノフィラメントの先端をマッシュ形状(きのこ
状)に加工した一般建築用のPC版用途の場合は、埋設
素子6の高さを8mm以下より好ましくは1〜5mmと
する。埋設素子6の高さが8mm以上となると、埋設素
子6が倒れ易くなるからであり、一方、1mm以下とす
るとアンカ効果が低すぎるからである。配列ピッチは1
0mm以下より好ましくは0.5mm〜5mmのピッチ
である。埋設素子6をより細かく配植することにより均
一で強力な埋込が可能となるが、過度な密植はPC版1
A,1Bの成形液の侵入性を悪化させ、逆に埋設力が低
下し、埋設部(接合部3)での肌分れが生じる懸念があ
るのみならず、埋設連結部材2の加工性、コストの面で
も好ましくない。埋設素子6を密植する限度は、図2
(b)に示すように、通常、埋設連結部材2に沿った任
意の断面における埋設素子6の部材の総断面積S1が、
全断面積S2の20%以下であることが必要であり、1
0%以下とするのが好ましい。
For example, in the case of a monofilament loop yarn or a PC plate for general construction in which the end of a monofilament is processed into a mash shape (mushroom shape), the height of the embedded element 6 is 8 mm or less, preferably 1 to 5 mm. And If the height of the buried element 6 is 8 mm or more, the buried element 6 tends to fall down, while if it is 1 mm or less, the anchor effect is too low. Array pitch is 1
The pitch is preferably 0 mm or less, more preferably 0.5 mm to 5 mm. By burying the buried elements 6 more finely, a uniform and powerful embedding becomes possible.
In addition, there is a concern that the penetration of the molding liquids A and 1B may be deteriorated, the embedding force may be reduced, and skin separation may occur at the embedding portion (joining portion 3). It is not preferable in terms of cost. The limit for densely implanting the buried element 6 is shown in FIG.
As shown in (b), usually, the total cross-sectional area S1 of the member of the buried element 6 at an arbitrary cross section along the buried connecting member 2 is:
It is necessary that the area is not more than 20% of the total sectional area S2.
It is preferably set to 0% or less.

【0015】かかる一般の建築用PC版の埋設連結部材
2に用いる繊維は、用途にもよるが、通常、地織り部
(グランド)が単糸3〜50drの多条糸を地糸として
用いる。繊維編織構造の面体を構成する基地は、図2
(c)に示すように、地糸2cのピッチPが0.3mm
以上、2.5mm以下が好ましく、地糸2c,2c間の
開口幅W1は1.5mm以下の通水性のある適度な隙間
を有しているのが好ましい。隙間無しでは、モルタル液
が浸透せず、一方、1.5mm以上では、モルタル液が
浮き出して、図1の基部5の仕上面2aに、モルタル液
がうす膜状に固まってスラグとなるからである。
The fibers used for the buried connecting member 2 of the general building PC plate, although depending on the application, are usually multifilament yarns whose ground weave (ground) has a single yarn of 3 to 50 dr. The base constituting the face body of the fiber knitting structure is shown in FIG.
As shown in (c), the pitch P of the ground yarn 2c is 0.3 mm.
As described above, the width is preferably 2.5 mm or less, and it is preferable that the opening width W1 between the ground yarns 2c has an appropriate gap having a water permeability of 1.5 mm or less. If there is no gap, the mortar liquid does not penetrate, while if it is 1.5 mm or more, the mortar liquid rises out, and the mortar liquid solidifies into a thin film on the finishing surface 2a of the base 5 in FIG. is there.

【0016】埋設素子6の繊維素子としては、PC版1
A,1Bを成形した時に外れにくくする観点から、10
0dr〜2000drの太デニールモノフィラメント又
は5dr〜350drのマルチ糸を基部5に一体に織り
込んで、平織、ラッセル織、カラミ織などで加工する。
モノフィラメントの場合において、100dr以下とす
ると埋設素子6が倒れ易く、一方、2000dr以上と
すると織りが困難となるからである。基部5の埋設素子
6は、異なるデニールや複数の異なる繊維や複合繊維、
あるいは、織処方を変えて組合わせても良い。
As the fiber element of the buried element 6, the PC plate 1
From the viewpoint of making it difficult to come off when molding A and 1B, 10
A thick denier monofilament of 0 dr to 2000 dr or a multi-thread of 5 dr to 350 dr is integrally woven into the base portion 5 and processed by plain weaving, Russell weaving, kami weaving or the like.
This is because, in the case of a monofilament, if it is 100 dr or less, the buried element 6 easily falls down, while if it is 2000 dr or more, weaving becomes difficult. The buried element 6 of the base 5 may be made of different denier, a plurality of different fibers or composite fibers,
Or you may change and combine a woven prescription.

【0017】また、本埋設連結部材2に使用される繊維
は、無機や金属繊維でも可能であるが、好ましくは有機
繊維であり、通常の建築構造物の一部として使用される
ので、耐久性、耐熱性及び耐水性が要求される。又、P
C版1A,1Bに埋設されるので、耐アルカリ性を有し
ていることが重要であり、ビニロン繊維、アラミド繊
維、ポリオレフィン、あるいは、耐アルカリ性のポリエ
ステル、ナイロン又は複合繊維が用いられる。特に、ビ
ニロン繊維は、耐アルカリ性に優れ、かつ、セメントに
対する接合性も良いので、より好ましく用いられる。な
お、連結部4と接合部3とで、繊維や織構造を変えても
よい。
The fibers used in the buried connecting member 2 may be inorganic or metal fibers, but are preferably organic fibers, and are used as a part of a normal building structure. , Heat resistance and water resistance are required. Also, P
Since it is embedded in the C-plates 1A and 1B, it is important to have alkali resistance, and vinylon fiber, aramid fiber, polyolefin, or alkali-resistant polyester, nylon or composite fiber is used. Particularly, vinylon fiber is more preferably used because it has excellent alkali resistance and good bondability to cement. The fiber and the woven structure may be changed between the connecting portion 4 and the joining portion 3.

【0018】本埋設連結部材2は、PC版1A,1Bに
一体埋設加工し、さらに、構造物の外観面として仕上施
工して用いるので、単に埋設素子6の埋設性のみなら
ず、基部5(布地部)へのコンクリート液の浸透性(流
れ込み性)や親和性(接着性)が重要であり、又、埋設
連結部材2に被われていないPC版1A,1Bの外表面
1cに対し、表面状態や接着性の差の少ないことが重要
である。より高い一体性を得る為には、埋設素子6間の
隙間はもちろんのこと、編織した基部5の繊維目地の部
分にも適度の微小な通気孔を有することが好ましい。し
たがって、埋設素子6が基部5から抜けるのを防止する
ために基部5の反埋設素子6側(仕上面2a)からポリ
ウレタンのエマルジョンなどを添布する目止め塗工等
は、軽微にとどめるのが好ましい。編織状態は若干ルー
ズでも、PC版1A,1Bと埋設連結部材2とを一体に
する際に十分固定される。又、連結したPC版1A,1
Bを構造体として現場に施工した場合にも、連結部4の
若干の通気性は、打込コンクリート型枠内の残留ガスが
連結部4を通して抜けるので好ましい。
The buried connecting member 2 is integrally buried in the PC plates 1A and 1B, and is used after finishing as an external surface of the structure, so that not only the burying property of the buried element 6 but also the base 5 ( The permeability (flowability) and affinity (adhesion) of the concrete liquid into the fabric part) is important, and the outer surface 1c of the PC plates 1A and 1B that is not covered with the buried connecting member 2 has a lower surface. It is important that there is little difference between the state and the adhesiveness. In order to obtain a higher degree of integration, it is preferable that moderately small air holes are provided not only at the gaps between the embedded elements 6 but also at the fiber joints of the woven base 5. Therefore, it is necessary to minimize the amount of seal coating or the like in which a polyurethane emulsion or the like is applied from the side of the base 5 opposite to the buried element 6 (finished surface 2a) in order to prevent the buried element 6 from coming off from the base 5. preferable. Even if the weaving state is slightly loose, it is sufficiently fixed when the PC plates 1A and 1B and the buried connecting member 2 are integrated. Also, the connected PC version 1A, 1
Even when B is constructed on the site as a structure, the slight ventilation of the connecting portion 4 is preferable because the residual gas in the poured concrete form escapes through the connecting portion 4.

【0019】このように、通気性を有する繊維編織構造
面体により、基部5及び連結部4を構成したので、埋
設連結部材2の仕上面2aにコンクリート液が適度に浸
み出る。したがって、埋設連結部材2の仕上面2aがP
C版1A,1Bの外表面1cに近い状態となるので、両
面1c,2aに同じ塗装やプライマ処理を施すことが可
能となり、仕上施工性が良好になるとともに、埋設連結
部材2がPC版1A,1Bの外表面1cと近似した風合
いを有するので、外観斑が現れにくい。その結果、仕上
の耐久性や美観が向上する。
[0019] Thus, by tetrahedral fiber knitted woven structure having gas permeability, since it is configured with the base 5 and the connecting portion 4, the concrete solution to finish surface 2a of the embedded coupling member 2 comes viewed reasonably immersion. Therefore, the finishing surface 2a of the buried connecting member 2 is P
Since the outer surfaces 1c of the C-plates 1A and 1B are in a state close to the outer surfaces 1c, it is possible to apply the same coating and primer treatment to both surfaces 1c and 2a. , 1B has a texture similar to that of the outer surface 1c, so that appearance irregularities are less likely to appear. As a result, the durability and appearance of the finish are improved.

【0020】また、埋設連結部材2は、PC版1A,1
Bに埋設された状態で、基部5の一部及び埋設素子6と
一体的に硬化して接合されているので、PC版1A,1
Bに対する固定性も優れている。
The buried connecting member 2 is made of a PC plate 1A, 1
In the state embedded in B, since it is hardened and joined integrally with a part of the base 5 and the embedded element 6, the PC plates 1A, 1
The fixability to B is also excellent.

【0021】つぎに、埋設連結部材2の他の例について
説明する。図3(a)は、連結部4の部分を含め全面に
埋設素子6を配置した例で、基部5の繊維編織生地に繊
維素子のフィラメントループを編み込んで埋設素子6を
配植したものである。なお、連結部4の埋設素子6はP
C版の成形時に、成形型により押えられて成形される。
Next, another example of the buried connecting member 2 will be described. FIG. 3A shows an example in which the buried elements 6 are arranged on the entire surface including the connecting portion 4, and the buried elements 6 are arranged by knitting the filament loops of the fiber elements in the fiber woven fabric of the base 5. . The embedded element 6 of the connecting portion 4 is P
At the time of molding the C plate, it is pressed and molded by a molding die.

【0022】図3(b)は、埋設素子6にマルチフィラ
メントを編み込んでループ状にしたものである。通常、
単糸5〜350drが複数本で用いられる。なお、マル
チフィラメントはパイル状であってもよい。図3(c)
は埋設素子6にフィラメント系を編み込みフック状にし
たものである。
FIG. 3B shows a buried element 6 in which a multifilament is woven into a loop. Normal,
A single yarn of 5 to 350 dr is used in a plurality. Note that the multifilament may be in a pile shape. FIG. 3 (c)
In the figure, a filament system is woven into a buried element 6 in a hook shape.

【0023】図3(d)は、埋設素子6にモノフィラメ
ント単糸を編込み、さらに、先端をマッチ棒の頭に似た
マッシュ型に成形したものである。通常100dr〜2
000drのモノフィラメント糸が用いられる。この場
合、図3(e)のようにフィラメント糸を複数としても
良く、また、未カットパイル状のフィラメントを加熱変
形させ埋設効果を得ることも出来る。図3(f)は基部
5に多数の多糸繊維を植毛しブラシ状にしたものであ
る。
FIG. 3D shows a structure in which a monofilament single yarn is knitted in the buried element 6 and the tip is formed into a mash shape similar to the head of a match stick. Usually 100dr-2
A 000 dr monofilament yarn is used. In this case, as shown in FIG. 3 (e), a plurality of filament yarns may be used, and an uncut pile-shaped filament can be heated and deformed to obtain an embedding effect. FIG. 3F shows a brush formed by planting a large number of multifilament fibers on the base 5.

【0024】図3(g)は、埋設面2bの反対側すなわ
ち仕上面2aにパテ仕上やモルタル仕上、接着仕上など
を良好にするために、ループ状の仕上素子11を多数配
植したものである。仕上素子11は、パイル状、起毛
状、毛羽状、マッシュ状の仕上素子であってもよい。仕
上素子11は、塗装仕上、パテ仕上、接着仕上、モルタ
ル仕上など施工に応じて適切な素材、構成、サイズの素
子を配植するが、通常、埋設素子6に比べ細いものが用
いられ、一方、その密度を高くする。
FIG. 3 (g) shows a structure in which a large number of loop-shaped finishing elements 11 are arranged on the opposite side of the buried surface 2b, that is, on the finishing surface 2a in order to improve putty finishing, mortar finishing, adhesive finishing and the like. is there. The finishing element 11 may be a pile-like, brush-like, fluffy, or mash-like finishing element. The finishing element 11 is provided with an element having an appropriate material, configuration, and size according to the application, such as a paint finish, a putty finish, an adhesive finish, and a mortar finish. However, a thinner element than the buried element 6 is usually used. , To increase its density.

【0025】図3(h)は、連結部4の埋設側(埋設面
2b)に当てシート8を設けたもので、不織布のシート
やスポンジ状のシートなどからなる当てシート8を非接
合又は接合などで設けている。これにより、連結部4か
らの打込コンクリート液の過剰な洩れや、連結部4から
のシーリング剤の浸出を防ぎ、さらに、曲げ易い状態を
保ちながら保形性を高めることができる。
FIG. 3 (h) shows a state in which a contact sheet 8 is provided on the embedded side (embedding surface 2b) of the connecting portion 4, and the non-bonded or joined non-woven sheet or sponge-like sheet is used. And so on. Accordingly, excessive leakage of the poured concrete liquid from the connecting portion 4 and leaching of the sealing agent from the connecting portion 4 can be prevented, and furthermore, shape retention can be enhanced while maintaining a state of being easily bent.

【0026】図3(i)は、埋設連結部材2の仕上面2
a側に網シートからなる仕上シート9を配設したもので
ある。図3(j)は、ネット状物をギャザ状にして埋設
素子6を構成したもので、基部5の織生地に縫合などに
より設けられている。網目は、2〜30メッシュ程度の
ものが好適である。
FIG. 3 (i) shows the finished surface 2 of the buried connecting member 2.
The finishing sheet 9 made of a net sheet is disposed on the side a. FIG. 3 (j) shows a buried element 6 formed by gathering a net-like object, which is provided on the woven fabric of the base 5 by sewing or the like. The mesh is preferably about 2 to 30 mesh.

【0027】[0027]

【0028】つぎに、上記のように連結されたPC版連
結体による打込み型枠工法の具体例について説明する。
図4(a)は、柱に適用する場合の断面図である。この
図において、まず、4枚のPC版1A〜1Dが3つの埋
設連結部材2により連結されたPC版連結体を、各埋設
連結部材2の連結部4においてそれぞれ直角に折り曲げ
て、平面視で矩形状の型枠を組み立てることにより、角
形のコンクリート打ち込み空間7を形成する。ついで、
この空間7にコンクリートを打ち込むか、あるいは、配
筋したのちコンクリートを打ち込むことで、所定のコン
クリート製柱や鉄筋コンクリート製の柱を作成する。こ
の後、埋設連結部材2およびPC版1A〜1Dの外表面
に仕上施工を施す。PC版連結体としては、図4(b)
のように、3つのPC版1A〜1Cを2つの埋設連結部
材2により連結した平面視でコ字形のPC版連結半体H
の2つを、別のジョイント構造15で連結してもよい。
なお、別のジョイント構造15は、例えば、PC版1
B,1Cに埋設した連結板16をボルト17及びナット
18で締結する。
Next, a concrete example of the driving formwork method using the connected PC plate connected as described above will be described.
FIG. 4A is a cross-sectional view when applied to a pillar. In this drawing, first, a PC plate connected body in which four PC plates 1A to 1D are connected by three embedded connecting members 2 is bent at a right angle at a connecting portion 4 of each embedded connecting member 2, respectively, and viewed in plan. By assembling a rectangular formwork, a square concrete driving space 7 is formed. Then
Concrete is poured into this space 7, or concrete is poured in after arranging the reinforcing bars, thereby forming predetermined concrete columns or reinforced concrete columns. Thereafter, finishing work is performed on the outer surfaces of the buried connecting member 2 and the PC plates 1A to 1D. Fig. 4 (b)
As shown in the figure, the three PC plates 1A to 1C are connected by the two buried connecting members 2, and the U-shaped PC plate connecting half H in plan view.
May be connected by another joint structure 15.
Note that another joint structure 15 is, for example, a PC version 1
The connecting plate 16 embedded in B, 1C is fastened with bolts 17 and nuts 18.

【0029】ところで、前述のように、図1の埋設連結
部材2とPC版1A,1Bの結合強度については、埋設
素子6の形状や配列が重要であるが、さらにPC版1
A,1Bとの結合力を改善するために、埋設連結部材2
の埋設面2bに接着剤や粘着剤を塗布したり、プライマ
処理を施したり、他の部材を添着するなどの処理を行う
のが有効である。
As described above, the shape and arrangement of the embedded elements 6 are important for the bonding strength between the embedded connecting member 2 and the PC plates 1A and 1B in FIG.
In order to improve the bonding force with the buried connecting member 2,
It is effective to apply an adhesive or a pressure-sensitive adhesive to the embedded surface 2b, perform a primer treatment, or attach another member.

【0030】また、埋設連結部材2は、折り曲げられる
連結部4に関して左右対称な形状に限られるものではな
く、目的や用途に応じて、左右の形状、構造、埋設素子
6の数・形状などが異なるものでもよい。
The buried connecting member 2 is not limited to a symmetrical shape with respect to the connecting portion 4 to be bent. Depending on the purpose and application, the shape and structure of the buried connecting member 2 and the number and shape of the buried elements 6 are different. It may be different.

【0031】なお、上記実施例では、2つの被連結部材
として、打込み型枠を構成する水硬性のPC版1A,1
Bを使用したが、例えば石膏やモルタル、粘土、漆喰な
どの他の水硬性版状部材を連結する場合にも使用するこ
とが可能であり、これ以外にも気硬性コンクリートから
なる版状部材や、水又は熱の出入りによる固化性を有す
る材料、たとえば合成樹脂や金属類からなる版状部材の
連結に使用してもよい。要するに、硬化性もしくは固化
性の部材であれば、埋設素子6の埋設が可能なので、こ
の発明の版状部材として使用できるが、硬化性も固化性
も有しない木材のような材料は版状部材として使用でき
ない。
In the above embodiment, as the two connected members, hydraulic PC plates 1A, 1A constituting the driving formwork are used.
Although B was used, for example, it is also possible to use it for connecting other hydraulic plate-like members such as plaster, mortar, clay, and plaster. It may be used for connecting a plate-shaped member made of a material having a solidifying property due to the flow of water or heat, for example, a synthetic resin or a metal. In short, a hardening or solidifying member can be used as the plate-shaped member of the present invention because the embedded element 6 can be embedded, but a material such as wood having neither hardening nor hardening is a plate-shaped member. Can not be used as

【0032】また、上記各実施例に示したPC版は、下
地材及び仕上げ材としても利用できる。また、この発明
の埋設連結部材2の主目的は、梁、柱、壁、階段、カー
テンウォール、垪、基礎、ダクト、床など、コンクリー
トを用いる各種土木、建築構造物を打込み形成する際
に、型枠として使用する版状部材の連結である。
The PC plate shown in each of the above embodiments can also be used as a base material and a finishing material. The main purpose of the buried connecting member 2 of the present invention is to form various types of civil engineering and concrete structures using concrete, such as beams, columns, walls, stairs, curtain walls, crosses, foundations, ducts, floors, etc. This is the connection of plate-shaped members used as molds.

【0033】[0033]

【発明の効果】以上説明したように、この発明によれ
ば、埋設連結部材が版状部材に強固に密着・接合すると
ともに、連結材としての適度な屈曲性も得られる。特
に、基部及び連結部が繊維編織構造の面体で構成されて
いるから、適度なシール性を保持して埋設連結部材の外
表面までモルタル液などが浸透するので、版状部材と同
様の仕上施工を施すことができ、したがって、版状部材
と同様の外観で風合斑のない端正な外観が得られる。
As described above, according to the present invention, the buried connecting member can be firmly adhered to and joined to the plate-like member, and the appropriate flexibility as the connecting material can be obtained. In particular, since the base portion and the coupling portion is constituted by tetrahedral fiber knitted woven structure, to the outer surface of the buried connection member retains a moderate sealing property since such mortar solution penetrates, finish similar to the plate-like member construction Therefore, a neat appearance with the same appearance as that of the plate-like member and no uneven feeling can be obtained.

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

【図1】この発明の第1実施例にかかる埋設連結部材に
より2つのPC版同士を連結した状態を示す断面図であ
る。
FIG. 1 is a cross-sectional view showing a state in which two PC plates are connected to each other by an embedded connecting member according to a first embodiment of the present invention.

【図2】(a)は埋設連結部材の斜視図、(b)は同拡
大断面図、(c)は繊維編織の基地の拡大斜視図であ
る。
2A is a perspective view of an embedded connecting member, FIG. 2B is an enlarged sectional view of the same, and FIG. 2C is an enlarged perspective view of a fiber knitting base.

【図3】埋設連結部材の他の例を示す断面図である。FIG. 3 is a sectional view showing another example of the buried connecting member.

【図4】PC版連結体による打込み型枠工法を示す断面
図である。
FIG. 4 is a cross-sectional view illustrating a driving formwork method using a PC plate connected body.

【符号の説明】[Explanation of symbols]

1A〜1D…被連結部材、2…埋設連結部材、3…接合
部、4…連結部、5…基部、6…埋設素子。
1A to 1D: connected member, 2: buried connecting member, 3: joining portion, 4 ... connecting portion, 5: base portion, 6: buried element.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 服部 純雄 東京都中央区日本橋3丁目8番2号 株 式会社クラレ内 (72)発明者 青山 幹 東京都清瀬市下清戸4丁目640番地 株 式会社大林組技術研究所内 (72)発明者 林 好正 東京都清瀬市下清戸4丁目640番地 株 式会社大林組技術研究所内 (72)発明者 小川 晴果 東京都清瀬市下清戸4丁目640番地 株 式会社大林組技術研究所内 (56)参考文献 特開 昭64−6462(JP,A) 特開 平4−247137(JP,A) (58)調査した分野(Int.Cl.7,DB名) E04B 1/16 E04G 9/00 - 9/10 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Sumio Hattori 3-8-2 Nihonbashi, Chuo-ku, Tokyo Inside Kuraray Co., Ltd. (72) Inventor Miki Aoyama 4-640 Shimoseito, Kiyose-shi, Tokyo Obayashi Corporation Within the Technical Research Institute (72) Yoshimasa Hayashi 4-640 Shimoseito, Kiyose-shi, Tokyo Co., Ltd. In-house (56) References JP-A-64-6462 (JP, A) JP-A-4-247137 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E04B 1/16 E04G 9 / 00-9/10

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 少なくとも一方が硬化性もしくは固化性
の版状部材からなる2つの被連結部材を連結する埋設連
結部材であって、 上記版状部材に接合される接合部は、上記版状部材の表
面に位置する基部と、この基部から版状部材の内方へ延
びる多数の埋設素子とを備え、 上記版状部材は、上記埋設連結部材が埋設された状態で
上記基部の一部及び埋設素子と一体的に硬化もしくは固
化して接合されており、 上記埋設連結部材における被連結部材との接合部間に位
置して両接合部を連結する連結部と、上記基部とが、
糸として地織り部が単糸3〜50デニールの多条糸を用
い、この地糸のピッチが0.3mm以上2.5mm以下
で、地糸間の開口幅が1.5mm以下である繊維編織構
造の面体からなり、上記連結部が折り曲げ方向に変形可
能とされた埋設連結部材。
1. A buried connecting member for connecting two members to be connected, at least one of which is a curable or solidifying plate-like member, wherein the joining portion joined to the plate-like member is the plate-like member. A plurality of buried elements extending from the base to the inside of the plate-shaped member, wherein the plate-shaped member includes a part of the base and the buried member in a state where the buried connecting member is buried. element and is integrally cured or solidified and joined, and a connecting portion for connecting the two joints located between the junction of the member to be connected in the embedded coupling member, and the said base, the ground
Use a multi-thread yarn of 3-50 denier single yarn as ground yarn as yarn
The pitch of this ground yarn is 0.3mm or more and 2.5mm or less
And a fiber woven structure having an opening width between ground yarns of 1.5 mm or less.
A buried connecting member which is made of a structural body and wherein the connecting portion is deformable in a bending direction.
JP04301844A 1992-10-13 1992-10-13 Buried connecting member Expired - Fee Related JP3121152B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04301844A JP3121152B2 (en) 1992-10-13 1992-10-13 Buried connecting member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04301844A JP3121152B2 (en) 1992-10-13 1992-10-13 Buried connecting member

Publications (2)

Publication Number Publication Date
JPH06129091A JPH06129091A (en) 1994-05-10
JP3121152B2 true JP3121152B2 (en) 2000-12-25

Family

ID=17901844

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04301844A Expired - Fee Related JP3121152B2 (en) 1992-10-13 1992-10-13 Buried connecting member

Country Status (1)

Country Link
JP (1) JP3121152B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4574778B2 (en) * 2000-02-04 2010-11-04 ショーボンド建設株式会社 Method for repairing concrete structure and surface coating formwork
CN108590164B (en) * 2018-05-07 2019-10-15 中国矿业大学 A kind of TRC is collapsible can assembled permanent formwork and preparation method thereof

Also Published As

Publication number Publication date
JPH06129091A (en) 1994-05-10

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