JP3506379B2 - Mounting method and mounting device for protective fence for concrete buildings - Google Patents
Mounting method and mounting device for protective fence for concrete buildingsInfo
- Publication number
- JP3506379B2 JP3506379B2 JP2001383443A JP2001383443A JP3506379B2 JP 3506379 B2 JP3506379 B2 JP 3506379B2 JP 2001383443 A JP2001383443 A JP 2001383443A JP 2001383443 A JP2001383443 A JP 2001383443A JP 3506379 B2 JP3506379 B2 JP 3506379B2
- Authority
- JP
- Japan
- Prior art keywords
- fence
- fixing hole
- post
- fence post
- core material
- 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
Links
Landscapes
- Steps, Ramps, And Handrails (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、コンクリート建築
物(躯体)やコンクリート擁壁等のコンクリート建造物
用防護柵の取付方法及びその取付装置に係り、特にコン
クリート建造物のバルコニー、ベランダ、廊下等その他
安全対策上において必要とする場所に設置する手摺やフ
ェンス等の防護柵の取付方法とその取付装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of mounting a protective fence for concrete structures such as concrete structures (frames) and concrete retaining walls and a mounting device therefor, and more particularly to balconies, balconies, corridors of concrete structures, etc. The present invention also relates to a mounting method and a mounting device for protective fences such as handrails and fences that are installed in places required for safety measures.
【0002】[0002]
【従来の技術】従来から、この種の防護柵の取り付けに
は種々の施工法が提案されており、幅広く知られてい
る。例えば、特開平7−331830号公報等において
開示されているように、柵支柱の下端面中央に、固定ボ
ルトをネジ止めによる固着状態で突出具備し、一方、コ
ンクリート建築物のバルコニー等の柵設置部には前記固
定ボルトを固定する固定穴をドリル加工等により穿設
し、この固定穴にエボキシ樹脂等の接着材を注入せしめ
た後に、該固定穴に前記固定ボルトを挿し込むと共に接
着材を柵設置部の上面と柵支柱の下面との間に溢出充満
させることで、柵支柱の下端を柵設置部に固定する取付
方法がある。2. Description of the Related Art Conventionally, various construction methods have been proposed for mounting this type of protective fence and are widely known. For example, as disclosed in Japanese Patent Application Laid-Open No. 7-331830, a fixing bolt is provided at the center of the lower end surface of the fence in a fixed state by screwing, while a fence is installed on a balcony of a concrete building. the section was drilled by the fixing hole drilling and the like for fixing the fixing bolt, after allowed injecting an adhesive such as Ebokishi resin to the fixing holes, contact with plugging the fixing bolt to the fixing hole
There is a mounting method in which the lower end of the fence pillar is fixed to the fence installation portion by flooding and filling the material between the upper surface of the fence installation portion and the lower surface of the fence pillar.
【0003】[0003]
【発明が解決しようとする課題】ところで、図1及び図
2に例示したように、防護柵を取り付け設置する柵設置
部B内には脱落を防ぐ構造筋 13 が存在する。従って、前
述した特開平7−331830号の施工法を含めて従来
から知られている取付方法においては固定ボルト等の芯
材を柵支柱の下面に、同支柱軸芯と同軸線上にて固定的
に具備せしめて柵設置部の固定穴に接着固定する施工法
あることから、例えば防護柵を垂直且つ数メートルから
数十メートルに亘り取り付け設置する施工現場等におい
て、固定穴を穿設する柵設置部内に構造筋(脱落防止用
横筋)が存在していた場合、構造筋が障害となって固定
穴を穿設することができない。そのために、従来では固
定穴を穿設する位置に存在する構造筋を切断して撤去し
なければならないと言った手間と労力を要する付属作業
が必要となり、工期の延長を招く原因になるばかりか、
特に構造筋の切断撤去による柵設置部(コンクリート建
造物)に与えるダメージがかなり大きいものとなってい
た。By the way, FIG. 1 and FIG.
As illustrated in 2, fence installation to install and install a protective fence
Within the part B, there are structural muscles 13 that prevent the falling off . Therefore, in the conventionally known mounting methods including the above-mentioned Japanese Laid-Open Patent Application No. 7-331830, a core material such as a fixing bolt is fixed on the lower surface of the fence pillar and coaxially with the shaft axis of the pillar pillar. Since there is a construction method that adheres to the fixing hole of the fence installation part and is installed on the fence, for example, at the construction site where the protection fence is installed vertically and extends from several meters to several tens of meters, the fence installation to drill the fixing hole When structural muscles (lateral muscles for preventing falling) are present in the part, the structural muscles obstruct and the fixing holes cannot be formed. Therefore, it is necessary to cut and remove the structural muscles existing at the positions where the fixing holes are to be drilled and remove them, which requires additional work requiring labor and labor, which not only causes extension of the construction period. ,
In particular, the damage caused to the fence installation part (concrete structure) by cutting and removing the structural muscles was quite large.
【0004】又、従来の施工法はいずれもが柵支柱の下
端に対する前述した固定ボルト等の芯材の固着は、溶接
やビス止めにより行なわれ、しかも、接着材による固定
穴への固定後においても芯材の一部や溶接部分が、接着
剤により包み込まれるよう被覆されることなく柵支柱内
や外部に直接露出した状態で存在することから、露出す
る芯材の一部や溶接部分が長期使用において錆びてしま
う等の問題が有り、それが柵支柱と芯材との結合状態の
緩みやガタ付き等の発生原因となり、防護柵が揺れて心
理的な不安を人に与えると言った大きな問題を抱きかか
えていた。In any of the conventional construction methods, the fixing of the core material such as the above-mentioned fixing bolt to the lower end of the fence post is performed by welding or screwing, and moreover, after fixing to the fixing hole by the adhesive material . Also, since a part of the core material and the welded part exist without being covered by the adhesive so as to be directly exposed to the inside and outside of the fence support, the exposed part of the core material and the welded part are long-term. There is a problem such as rusting during use, which causes looseness of the connection between the fence post and the core material and rattling, and the protective fence shakes, which causes psychological anxiety to people. I was holding a problem.
【0005】又、柵支柱を柵設置部の固定穴に接着材を
介して固定する固定ボルト等の芯材としては錆に強い耐
食性に優れたステンレス材の使用が考えられるが、ステ
ンレス材は値段が高く、コスト高になる等から、芯材の
主な材料としてはステンレス材に比べて安いスチール材
を使用しているのが一般的である。そのために、雨水等
の浸入による錆による耐用年数の問題がある。又、従来
の施工法では柵支柱と固定ボルトとの結合が溶接やビス
止めのみによるものであることから、柵支柱と芯材との
連結に十分な強度が得られない。即ち、防護柵に要求さ
れる水平強度が十分に得られない。Further, as a core material such as a fixing bolt for fixing the fence post to a fixing hole of the fence installation portion through an adhesive , it is conceivable to use a stainless steel material excellent in corrosion resistance and corrosion resistance, but the stainless steel material is expensive. Because of the high cost and high cost, it is common to use a steel material that is cheaper than a stainless steel material as the main material of the core material. Therefore, there is a problem of service life due to rust due to infiltration of rainwater or the like. Further, in the conventional construction method, since the connection between the fence post and the fixing bolt is only by welding or screwing, sufficient strength cannot be obtained for connecting the fence post and the core material. That is, the horizontal strength required for the protective fence cannot be obtained sufficiently.
【0006】又、従来の施工法においては接着材を柵設
置部の上面と柵支柱の下面との間に溢出したエボキシ樹
脂を含めて柵支柱の根元(足元)を隠すための足元キャ
ップを必要とする。即ち、多くの附属部品が必要となる
ことから、その取り付けに手間が掛かる等の施工性が悪
く、しかもコスト高になる問題がある。[0006] Further, in the conventional construction methods require feet cap to hide the base (foot) of including the extravasated Ebokishi resin fence posts corresponding to the lower surface of the fence post of the fence installation part an adhesive And That is, since many accessory parts are required, there is a problem in that the workability is poor, such as time-consuming attachment, and the cost is high.
【0007】本発明はこの様な従来事情に鑑み、長年に
亘り研究を重ねて本発明に至ったものであり、その目的
とする処は、構造筋を避けた柵設置部への固定穴の穿設
が可能で、又、柵設置部との一体化を図った柵支柱の取
り付け設置が可能で、又、工期の大幅な短縮と低コスト
の実現、更には柵設置部の水平度等の仕上がり状態を問
わず各柵支柱のレベル調節を可能にしたコンクリート建
造物用防護柵の取付方法及び取付装置を提供することに
ある。[0007] In view of such conventional circumstances, the present invention has been accomplished by conducting research for many years, and an object of the present invention is to fix a fixing hole to a fence installation portion avoiding structural streaks. It is possible to pierce, and it is also possible to install and install fence posts that are integrated with the fence installation section. Also, the construction period can be greatly shortened and the cost can be reduced. An object of the present invention is to provide a mounting method and a mounting device for a protective fence for a concrete structure capable of adjusting the level of each fence pillar regardless of the finished state.
【0008】[0008]
【課題を達成するための手段】課題を達成するために本
発明は、建造物の柵設置部に固定穴を穿設し、前記固定
穴に芯材を、遊嵌状に挿入して該固定穴に位置する柵設
置部内の構造筋と交叉すると共に固定穴 から突出させた
状態にし、次に前記芯材の突出側を、中空筒状を呈する
柵支柱の下端内部にフリーに挿入内在させて柵支柱を柵
設置部に直立させた後、適度の弾性を備え且つ接着充填
材が付着しない濡れ性を有する材質からなるリング状の
型枠ブロックを、前記柵支柱の下端外周と柵設置部とに
亘りセットせしめて該下端開口部と柵設置部との間に生
じる隙間を塞ぎ、その後、前記柵支柱の側壁に設けた注
入口から該注入口に達する充填レベルにて柵支柱内、固
定穴内へと亘り少なくとも適宜の流動性を有する前記接
着充填材を注入し、該接着充填材が硬化して前記固定穴
から柵支柱内に亘り一体に立ち上がり内部に芯材を有す
る結合支柱が形成された後に前記型枠ブロックを撤去す
るようにしたことを要旨とするコンクリート建造物用防
護柵の取付方法である。斯かる取付方法で使用する上記
芯材の構造や材質としては特に限定されるものではない
が、スチール製のパイプ材や棒材、或いはその他の鉄筋
等が挙げられる。又、この芯材は1本に限らず、構造筋
を避けて固定穴を柵設置部に穿設する等の施工現場の状
況に応じて2乃至3本使用することも可能である。ま
た、上記柵支柱内に、その下端開口部又はその近傍部位
から適宜の長さ範囲にて内在する中空状の補強材を挿入
させた状態で、前記柵支柱を柵設置部上に直立させて該
柵支柱内、固定穴内へと接着充填材を注入するようにす
ることが好ましいものである。 To accomplish the object SUMMARY for achieving] is drilled fixing hole fence installation portion of a building, the fixed
Insert a core material into the hole in a loose fit and install a fence located in the fixing hole.
Crossed over the structural muscles in the placing part and projected from the fixing hole
State, and then the protruding side of the core material is inserted freely inside the lower end of the fence post having a hollow cylindrical shape, and the fence post is erected upright on the fence installation part. A ring-shaped form block made of a material having wettability that does not adhere to the material is set over the outer circumference of the lower end of the fence support and the fence installation part to form a gap between the lower end opening and the fence installation part. closing, then the fence posts fence in post at the fill level from the inlet reaches the infusion inlet provided in the side wall, and injecting the adhesive filler having at least appropriate fluidity over into the fixed hole, adhesive The fixing material is hardened and the fixing hole
From the inside to the inside of the fence support and have a core material inside
This is a method for mounting a protective fence for a concrete structure, which is characterized in that the form block is removed after the connecting columns are formed . The structure and material of the core material used in such a mounting method are not particularly limited, and examples thereof include steel pipe materials and rod materials, and other reinforcing bars. Further, this core material is not limited to one, and it is also possible to use two or three core materials depending on the situation of the construction site such as piercing the fixing hole in the fence installation part while avoiding the structural streaks. Well
Also, inside the fence pillar, its lower end opening or its vicinity
Insert a hollow reinforcing material that exists within the appropriate length range from
In this state, the fence support is set upright on the fence installation section and
Be sure to inject the adhesive filler into the fence post and fixing hole.
Is preferable.
【0009】又、本発明は、中空筒状を呈する柵支柱
と、前記柵支柱の下端内部から建造物の柵設置部に穿設
した固定穴に亘りフリーに挿入内在させると共に固定穴
に位置する柵設置部内の構造筋と交叉する芯材と、前記
柵支柱を柵設置部に直立させた状態で該柵支柱の下端開
口部と柵設置部との間に生じる隙間を塞ぐように該柵支
柱の下端外周と柵設置部とに亘りセットする適度の弾性
を備え且つ接着充填材が付着しない濡れ性を有する材質
からなる型枠ブロックと、前記柵支柱内から固定穴へと
亘り注入充填する少なくとも適宜の流動性を有する接着
充填材とを備え、前記固定穴内から柵支柱内に亘る接着
充填材の注入硬化により該固定穴から柵支柱内に亘り一
体に形成されて内部に芯材を有する結合支柱によって柵
支柱を柵設置部に一体に固定するようにしたことを要旨
とするコンクリート建造物用防護柵の取付装置である。[0009] The present invention includes a fence post exhibits a hollow cylindrical fixing hole causes inserted inherent in the free over the fixing hole bored in the fence installation portion of the building from the bottom interior of the fence post
A core material intersecting the structure muscle in fence installation portion positioned, the
With the fence post upright on the fence installation part, a proper amount is set across the lower end periphery of the fence post and the fence installation part so as to close the gap between the bottom opening of the fence post and the fence installation part . Elasticity
A material with wettability that does not adhere to the adhesive filler
A mold block comprising, a bonding filler having at least appropriate fluidity is injected filled over into the fixing hole from within the fence post, over the fence posts from the fixed hole adhesive
By injecting and hardening the filling material, it is possible to spread it from the fixing holes to
Fence by connecting stanchions formed in the body and having a core inside
This is a device for mounting a protective fence for a concrete structure, which is characterized in that the pillar is integrally fixed to the fence installation portion .
【0010】又、上記芯材の表面に防錆被膜を施して、
雨水等の浸入による錆びないようにすることが好まし
い。そして、防錆被膜はエポキシ樹脂や溶融亜鉛メッキ
等により施すことが好ましい。Further, by applying an anticorrosive coating on the surface of the core material,
It is preferable not to rust due to infiltration of rainwater or the like. The rust preventive coating is preferably applied by epoxy resin, hot dip galvanizing or the like.
【0011】又、上記型枠ブロックを、シリコン又は発
泡ウレタンを用いて柵支柱の横断外面形状に略適合する
内面形状で適宜の高さと厚さを有する又はシリコン製内
枠と発泡ウレタン製外枠との双方から少なくとも柵支柱
の横断外面形状に略適合する内面形状で適宜の高さと厚
さを有する例えば四角リング状に形成することが好まし
い。又、この枠材ブロックの四辺の内、一辺に輪切り目
を入れておいて、この切れ目から枠材ブロックを開き、
この状態で柵支柱の下端外周と柵設置部に渡りセットす
るようにすると良い。Further, the mold block is made of silicon or urethane foam and has an inner surface shape that is substantially conformed to the cross-sectional outer surface shape of the fence post and has an appropriate height and thickness, or a silicon inner frame and a urethane foam outer frame. From both of the above, it is preferable to form at least a square ring having an inner surface shape that approximately matches the outer shape of the cross section of the fence post and an appropriate height and thickness. Also, among the four sides of this frame material block, make a circular cut on one side and open the frame material block from this cut,
In this state, it is advisable to set it over the outer circumference of the bottom of the fence and the fence installation area.
【0012】又、本発明で使用する上記接着充填材とし
ては特に限定されるものではないが、僅かな間隙にも充
填できる優れた流動性を有し、しかも柵設置部の固定穴
に充填された時に、該固定穴に馴染む。つまり、固定穴
内周のコンクリートに一部が浸入せしめて該コンクリー
トとの一体化が図られるように馴染むようなミルクセメ
ントが望ましく、特に無収縮モルタルが望ましい。又、
この無収縮モルタルの望ましいコンシステンシ−の範囲
は7〜13(J14ロート・秒)である。The above-mentioned adhesive filler used in the present invention is not particularly limited, but it has excellent fluidity capable of filling even a small gap and is filled in the fixing hole of the fence installation portion. When fitted, it fits into the fixing hole. That is, it is desirable to use a milk cement that partially penetrates into the concrete in the inner periphery of the fixing hole so that the concrete can be integrated with the concrete, and especially non-shrink mortar is desirable. or,
The desirable consistency range of this non-shrink mortar is 7 to 13 (J 14 funnel-second).
【0013】[0013]
【発明の実施の形態】本発明の実施の具体例を図面に基
づいて説明する。図1乃至図6は、本発明の取付方法及
び取付装置によりコンクリート建築物のベランダ等の柵
設置部Bに防護柵A、所謂手摺を取り付け設置した施工
形態の一例を示し、柵設置部Bに周知の施工法により柵
支柱1の立設間隔をおいて且つ柵載置部Bに沿う一直線
上に固定穴2をドリル加工等により穿設し、該固定穴2
に芯材3を、遊嵌状に挿入して該固定穴2に位置する柵
設置部B内の構造筋 13 と交叉すると共に固定穴2から突
出させた状態にする。次いで、固定穴2から突出する芯
材3の突出側を柵支柱1の下端内部にフリーに挿入内在
させて該柵支柱1を柵設置部Bに直立させ、この状態で
柵支柱1の下端開口部と水切り勾配を有する柵設置部B
との間に生じる隙間14を塞ぐように型枠ブロック4を柵
支柱1の下端外周から柵設置部Bに亘りセットする。次
に、柵支柱1の側面に開口されている注入口5から同柵
支柱1内に芯材3が完全に埋没し且つ注入口5の開口高
さL1に達する充填レベルにて固定穴2へと亘り少なくと
も適宜の流動性を有する接着充填材6を注入充填するこ
とにより、前記柵支柱1の下端側を柵設置部Bに固定
し、該柵設置部Bに防護柵Aを取り付け設置するように
してある。そして、接着充填材6が硬化した後において
型枠ブロック4は切断して撤去するようにしてある。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A specific example of the embodiment of the present invention will be described with reference to the drawings. 1 to 6 show the mounting method and the mounting method of the present invention .
An example of a construction mode in which a protective fence A, a so-called handrail, is attached and installed on a fence installation portion B such as a veranda of a concrete building by a mounting device , and the installation interval of the fence posts 1 by the known installation method on the fence installation portion B is shown. bored by the dude and Sakuno part drilling such a fixing hole 2 in a straight line along the B, the fixing hole 2
The core material 3 is inserted into the housing in a loose fit and positioned in the fixing hole 2.
It intersects with the structural muscles 13 in the installation section B and projects from the fixing holes 2.
Put it out . Then, the protruding side of the core 3 protruding from the fixing hole 2 is freely inserted into the lower end of the fence column 1 to make the fence column 1 stand upright on the fence installation portion B, and in this state, the lower end opening of the fence column 1 is opened. Part and fence installation part B with draining slope
The form block 4 is set from the outer periphery of the lower end of the fence column 1 to the fence installation portion B so as to close the gap 14 formed between the fence block 4 and the fence block 4. Next, from the injection port 5 opened on the side surface of the fence post 1 to the fixing hole 2 at the filling level where the core material 3 is completely buried in the fence post 1 and the opening height L1 of the injection port 5 is reached. at least by an appropriate adhesive filler 6 having fluidity is injected filling, the lower end of the fence post 1 is fixed to the fence installation portion B, so as to place mounting the safety barrier a to該柵installation portion B over a I am doing it. After the adhesive filling material 6 is hardened, the mold block 4 is cut and removed.
【0014】図中7は笠木、8は下桟、9はこの笠木7
と下桟8との間の格子であり、10は柵支柱1自体を補強
するために同内部に下端開口部の近傍部位から適宜の範
囲にて固定的に挿入内在されるアルミ型材その他の材料
からなる四角或いは丸型中空状の補強材である。In the figure, 7 is a head tree, 8 is a lower beam, and 9 is this head tree 7.
Is a grid between the lower crosspiece and the lower crosspiece, and 10 is an aluminum mold material or the like which is fixedly inserted in an appropriate range from the vicinity of the lower end opening to reinforce the fence post 1 itself. It is a square or round hollow reinforcing material.
【0015】柵支柱1は、アルミ型材からなる適宜太さ
の角形で中空筒状を呈する周知の構造を成し、その下端
側、特に内在する芯材3の上端よりも上方に位置する支
柱壁に注入口5を開口し、この注入口5に達する高さ範
囲にて該注入口5から柵支柱1内及び固定穴2へと亘り
接着充填材6を注入するようにしてある。The fence post 1 has a well-known structure which is made of aluminum and has a square shape and a hollow cylinder shape with an appropriate thickness. The post wall is located at the lower end side of the fence post, particularly above the upper end of the core 3 included therein. The injection port 5 is opened at the same time, and the adhesive filling material 6 is injected from the injection port 5 to the inside of the fence support 1 and the fixing hole 2 in a height range reaching the injection port 5.
【0016】芯材3の構造や材質としては特に限定され
るものではないが、安価なスチール製のパイプ材や棒
材、或いはその他の鉄筋等が挙げられる。本実施例では
鉄筋を使用し、柵支柱1に内在させる挿入範囲L2と固
定穴2への挿入範囲、つまり深さ範囲L3との両範囲に
合わせた所要の長さに截断すると共に、エポキシ樹脂液
を塗布又は当該液中に漬ける等の適宜の方法によりその
全体又は図示したように、固定穴2に挿入される一端部
側(下端部側)を除くその全体に防錆被膜11を形成し、
雨水等の浸入による錆を防ぎ、錆による劣化防止を図る
ようにしてある(図3参照)。The structure and material of the core material 3 are not particularly limited, and examples thereof include inexpensive steel pipe materials and bar materials, and other reinforcing bars. In the present embodiment, a reinforcing bar is used, and it is cut into a required length according to both the insertion range L2 to be incorporated in the fence support 1 and the insertion range into the fixing hole 2, that is, the depth range L3, and the epoxy resin is used. liquid as its entirety or illustrated by a suitable method such as dipping in the coating or the solution in its entirety, except for the inserted one end (lower end) to form a rust preventing film 11 in the fixing hole 2 ,
It is designed to prevent rust due to infiltration of rainwater and the like, and to prevent deterioration due to rust (see FIG. 3).
【0017】尚、防錆被膜11を溶融亜鉛メッキにより施
すも、他の材料を用いて施すも自由である。要するに、
浸入する雨水等から芯材3を保護し得、しかも手軽に且
つ低コストにより防錆被膜11を芯材3の表面に形成する
ことができるものであれば良い。The rust preventive coating 11 may be applied by hot dip galvanizing or using any other material. in short,
Any material can be used as long as it can protect the core material 3 from invading rainwater and the like, and can form the rust preventive coating 11 on the surface of the core material 3 easily and at low cost.
【0018】又、柵支柱1の内部に内在させる芯材3の
挿入範囲L2を長く取れば取るほど、接着充填材6の注
入充填により柵設置部Bの固定穴2から柵支柱1内部に
亘り形成されて内部に芯材3を有する結合支柱12による
柵設置部Bと柵支柱1との結合強度をより強化し得るこ
とは言うまでもない。つまり、柵支柱1の内部に内在さ
せる芯材3の挿入範囲L2を変更する等により、柵支柱
1の柵設置部Bに対する結合強度を任意に変えることが
できると共に高強度が実現でき、しかもこの高強度を長
期に亘り維持し得るようになる。Further, the longer the insertion range L2 of the core material 3 to be present inside the fence post 1 is, the more the adhesive filling material 6 is injected and filled to extend from the fixing hole 2 of the fence installation portion B to the inside of the fence post 1. It goes without saying that the joint strength between the fence installation portion B and the fence pillar 1 can be further strengthened by the joint pillar 12 formed and having the core 3 inside . In other words, by changing the insertion range L2 of the core 3 to be provided inside the fence post 1, it is possible to arbitrarily change the coupling strength of the fence post 1 with respect to the fence installation portion B and to realize high strength. High strength can be maintained for a long time.
【0019】又、この芯材3の太さ(外径)としては特
に限定されるものではないが、図1に示すように柵設置
部Bに内在する構造筋13を避けて該構造筋13を跨いで交
叉するように固定穴2を穿設した場合、又、図5に示す
ように構造筋13を避けて該構造筋13の脇を通過交叉する
ように固定穴2を穿設した場合、そして、設置場所に要
求される水平強度、例えば集合住宅のように各階毎に要
求される水平強度が異なる場合、それら設置場所の要求
される水平強度に合わせた太さ、例えばD10、D13、D16
等のように適宜選択するものである。換言すれば、柵支
柱1の下端側内部と固定穴2内に亘り注入充填される接
着充填材5により形成される結合支柱12の強度を、各階
毎に要求される水平強度に応じて前記D10、D13、D16等
から選択し尚且つ1乃至数本を用いることにより強化し
得る程度の太さが有れば良く、特に限定されるものでは
ない。Further, the thickness (outer diameter) of the core material 3 is not particularly limited, but as shown in FIG. When the fixing hole 2 is bored so as to cross over the structure, or when the fixing hole 2 is bored so as to pass the side of the structural muscle 13 while avoiding the structural muscle 13 as shown in FIG. , And the horizontal strength required for the installation location, for example, when the horizontal strength required for each floor is different, such as in an apartment house, the thickness corresponding to the horizontal strength required for those installation locations, for example, D10, D13, D16
Etc. are selected as appropriate. In other words, the strength of the joint pillar 12 formed by the adhesive filling material 5 injected and filled over the inside of the lower end side of the fence pillar 1 and the inside of the fixing hole 2 is set to D10 according to the horizontal strength required for each floor. , D13, D16 and the like, and the thickness is such that it can be reinforced by using one or several wires, and is not particularly limited.
【0020】型枠ブロック4は、柵支柱1の下端開口部
と柵設置部B面との間に生じる隙間14を塞いで、該隙間
14からの接着充填材6の流出を防ぐものである。この型
枠ブロック4は、適度の弾性を備え且つ接着充填材6が
付着し難い濡れ性を有する材質、例えばシリコンを用い
て柵支柱1の横断外周形状に略適合する内面形状で適宜
の厚さと高さを有する形成した内枠4-1と、この内枠4-1
を包囲するように適度の弾性を有する発泡ウレタン等を
用いて同じく適宜の厚さと高さに形成した外枠4-2とで
四角リング状に構成して(図4参照)、芯材3を固定穴
2に挿し込んで柵支柱1を柵設置部Bに直立せしめた後
に、該柵支柱1の下端開口部と柵設置部Bとの間に生じ
る隙間14を塞ぐように尚且つ粗面(凸凹)な柵設置部B
面にシリコンからなる内枠4-1を馴染ませるように該柵
設置部B側に押し付けた状態でセットするようにしてあ
る(図3(b)の拡大図参照)。The formwork block 4 closes a gap 14 formed between the lower end opening of the fence post 1 and the face B of the fence installation section,
It is intended to prevent the adhesive flowing out of the filling material 6 from 14. The mold block 4 is made of a material having a proper elasticity and a wettability to which the adhesive filler 6 is hard to adhere, for example, silicon, and has an inner surface shape substantially conforming to the outer peripheral shape of the fence post 1 and having an appropriate thickness. A formed inner frame 4-1 having a height, and this inner frame 4-1
To form a square ring (see FIG. 4) with an outer frame 4-2 that is also formed to have an appropriate thickness and height using urethane foam or the like having an appropriate elasticity (see FIG. 4). After the fence support 1 is inserted into the fixing hole 2 and the fence support 1 is made to stand upright on the fence installation part B, the gap 14 between the lower end opening of the fence support 1 and the fence installation part B is closed and a rough surface ( Uneven fence installation part B
The inner frame 4-1 made of silicon is set on the surface while being pressed against the fence installation section B (see the enlarged view of FIG. 3B).
【0021】尚、この枠材ブロック4の四辺の内、一辺
に輪切り目を入れておいて、この切れ目から型枠ブロッ
ク4を開き、この状態で柵支柱1の下端開口部と柵設置
部Bとの間に生じる隙間14を塞ぐようにセットするよう
にするも良い。そして、接着充填材6を柵支柱1の注入
口5から注入せしめて同充填材6を柵支柱1の下端側内
部から固定穴2へと充填し、該充填材6が硬化せしめた
後においては切断により撤去するものである(図3
(d)参照)。これにより、従来のような柵支柱の根元
を隠すための足元キャップ等の附属部品がない外観的に
仕上がりの良い防護柵の取り付け設置が可能になるもの
である(図6参照)。 In addition, one of the four sides of the frame material block 4 has a circular cut, and the form block 4 is opened from this cut. In this state, the lower end opening of the fence support 1 is opened. It is also possible to set so as to close the gap 14 generated between the fence installation section B and the fence installation section B. Then, it allowed injecting an adhesive filler material 6 from the inlet 5 of the fence post 1 filled with the same filler material 6 into the fixing hole 2 from the lower end side inside the fence post 1, after which the filling material 6 is allowed to cure It is removed by cutting (Fig. 3
(See (d)). As a result, the base of the fence post as in the past
There is no accessory such as a foot cap to hide the
What makes it possible to install and install a protective fence with a good finish
(See FIG. 6).
【0022】尚、型枠ブロック4を、シリコン単体又は
発泡ウレタン単体にて四角リング状に形成するも勿論自
由であるが、水平荷重の対する強度の増強を図るために
柵支柱1への接着充填材6の充填レベル(注入口5の開
口高さL1)を高くする場合においてはシリコン単体若し
くは前述のようにシリコンと発泡ウレタンとの複合によ
り形成することが好ましい。つまり、シリコンを用いる
ことで、表面が粗面(凸凹)な柵設置部Bに馴染むよう
に型枠ブロック4をセットすることができ、これによっ
て、接着充填材6の充填レベルを上げることで柵支柱1
内における接着充填材6の圧が高くなるものであるが、
この様な圧変化が生じても接着充填材6の漏れを確実に
防ぐことができるからである。The form block 4 may be formed of silicon or urethane foam in the shape of a square ring, but it is of course free, but in order to increase the strength against horizontal load, adhesive filling of the fence support 1 is performed. When the filling level of the material 6 (the opening height L1 of the injection port 5) is increased, it is preferable that the material 6 is formed of silicon alone or a composite of silicon and urethane foam as described above. That is, by using silicon, the mold block 4 can be set so as to fit into the fence installation portion B having a rough surface (unevenness), and thereby the filling level of the adhesive filler 6 can be increased to increase the fence. Prop 1
Although the pressure of the adhesive filling material 6 inside becomes high,
Even if such a pressure change occurs, it is possible to reliably prevent the adhesive filler 6 from leaking.
【0023】又、本発明で使用する接着充填材6として
は特に限定せれるものではないが、僅かな間隙にも充填
できる優れた流動性を有し、しかも柵設置部Bの固定穴
2に充填された時に、該固定穴2に馴染む。つまり、固
定穴2内周面のコンクリートに一部が浸入せしめて該コ
ンクリートとの一体化が図られるように馴染むようなミ
ルクセメントが望ましく、特に無収縮モルタルが望まし
い。因みに、この無収縮モルタルの望ましいコンシステ
ンシ−の範囲は7〜13(J14ロート・秒)である。The adhesive filling material 6 used in the present invention is not particularly limited, but it has excellent fluidity so that it can fill even a small gap, and the fixing hole 2 of the fence installation portion B can be filled with it. When filled, it fits into the fixing hole 2. That is, a milk cement that is partly infiltrating into the concrete on the inner peripheral surface of the fixing hole 2 and adapted to be integrated with the concrete is desirable, and non-shrink mortar is particularly desirable. Incidentally, the desirable consistency range of this non-shrink mortar is 7 to 13 (J 14 funnels / second).
【0024】次に、以上の如く説明した請求項1及び5
に係る本発明の防護柵Aの取付方法について説明する。
まず始めに、墨出しされたコンクリート建築物の柵設置
部Bの柵支柱1の設置間隔をおいて固定穴2を穿設す
る。この時、構造筋13が障害となって墨出し位置に強度
要求等に応じた深さ範囲L3の固定穴2を穿設することが
できない場合で尚且つ構造筋13が柵支柱1を立設する軸
芯の略真下に存在する場合には図2の(a)に示したよ
うに、構造筋13に達する深さまで大きめに穿設し、その
後、同構造筋13を跨いで交叉するように斜めに穿設する
ことにより、略逆向きY字形の固定穴2を設けて、必要
な長さと太さを有する2本の芯材3を選択して略X字状
に交叉するように固定穴2に遊嵌状に挿入して固定穴2
に位置する柵設置部B内の構造筋 13 と夫々交叉させると
共に固定穴2から突出させた状態にする。又、構造筋13
が柵支柱1を立設する軸芯線上から外れた部位に存在す
る場合には5図に示したように、構造筋13の脇を交叉通
過するように垂直に固定穴2を設けて、必要な長さと太
さを有する芯材3を選択して固定穴2に挿入して該固定
穴2に位置する構造筋 13 と交叉させると共に固定穴2か
ら突出させた状態にする。Next, claims 1 and 5 as described above
A method of attaching the protective fence A according to the present invention will be described.
First, the fixing holes 2 are bored at the installation intervals of the fence posts 1 of the fence installation section B of the stake out concrete building. At this time, when the structural muscles 13 become an obstacle and the fixing hole 2 of the depth range L3 corresponding to the strength requirement cannot be drilled at the marking position, the structural muscles 13 still erect the fence post 1. When it exists substantially directly below the axial center, as shown in FIG. 2 (a), a large hole is drilled to the depth reaching the structural muscle 13, and then the structural muscle 13 is crossed so as to cross it. By forming the Y-shaped fixing holes 2 in a substantially opposite direction by obliquely forming the holes, two core materials 3 having a required length and thickness are selected to form a substantially X-shaped shape.
Insert into the fixing hole 2 in a loose fitting manner so that the fixing hole 2
Crossing the structural muscles 13 in the fence installation section B located at
Both are made to project from the fixing hole 2 . Also, structural muscle 13
If there is a part outside the axis of the fence column 1, the crossing of the side of the structural muscle 13 is performed as shown in Fig. 5.
The fixing hole 2 is provided vertically so that the core member 3 having the required length and thickness is selected and inserted into the fixing hole 2 and fixed.
While crossing the structural muscles 13 located in the hole 2, the fixing hole 2
From the outside .
【0025】そして、固定穴2から突出する芯材3の突
出側を柵支柱1の下端内部にフリーに挿入内在させて該
柵支柱1を柵設置部Bに直立せしめ、同柵支柱1の下端
開口部と柵設置部B面との間に生じる隙間14を塞ぐよう
に型枠ブロック4を柵支柱1の下端外周と柵設置部Bと
に亘りセットする(図3(b)の状態)。この時、型枠
ブロック4を柵設置部B側に押え付けることで、拡大図
で示すように、シリコンからなる内枠が粗面(凸凹)な
柵設置部Bに馴染むようにセットされ、接着充填材6の
漏れ防止を確実にするものである。Then, the protruding side of the core material 3 protruding from the fixing hole 2 is freely inserted into the lower end of the fence post 1 to make the fence post 1 stand upright on the fence installation section B, and the lower end of the fence post 1 The formwork block 4 is set over the outer periphery of the lower end of the fence column 1 and the fence installation portion B so as to close the gap 14 formed between the opening and the surface of the fence installation portion B (state in FIG. 3B). At this time, by pressing the mold block 4 toward the fence installation section B side, as shown in the enlarged view, the inner frame made of silicon is set so that it fits into the rough surface (uneven) fence installation section B , and is bonded. The filler 6 is prevented from leaking surely.
【0026】その後、無収縮モルタル等からなる接着充
填材6を、注入容器C等を用いて注入口5から注入せし
めて柵支柱1内、そして芯材3が挿入する固定穴2内へ
と注入口5の開口高さL1に達する充填レベルまで充填す
る(図2(c)から(d)の状態)。この時、優れた流
動性を有する接着充填材6は芯材3と固定穴2との隙間
に速やかに流入し該隙間は充填されると共に、固定穴2
の内面コンクリートに一部が浸入せしめて該内面コンク
リートとの一体化が図られるように馴染む。After that, the adhesive filler 6 made of non-shrink mortar or the like is poured into the fence support 1 and the fixing hole 2 into which the core 3 is inserted by injecting it from the inlet 5 using the filling container C or the like. Filling is performed up to the filling level that reaches the opening height L1 of the inlet 5 (states of FIG. 2 (c) to (d)). At this time, the adhesive filling material 6 having excellent fluidity quickly flows into the gap between the core material 3 and the fixing hole 2 to fill the gap, and at the same time, the fixing hole 2
Part of the inner surface concrete is infiltrated so that it is integrated with the inner surface concrete.
【0027】接着充填材6の注入作業が終了し、該充填
材6が完全に硬化した後に型枠ブロック4を切断して撤
去することで(図2(d)の状態)、防護柵Aの柵設置
部Bへの一連の取り付け設置作業が終了する。After the injection work of the adhesive filling material 6 is completed, the filling operation is completed.
By cutting and removing the mold block 4 after the material 6 is completely hardened (the state of FIG. 2D), a series of installation and installation work of the protective fence A to the fence installation section B is completed.
【0028】従って、以上の如く構成した取付方法及び
取付装置によれば、柵設置部Bに穿設した固定穴2と柵
支柱1内に挿入させる芯材3がフリーであることから、
構造筋13が障害となり固定穴2を柵支柱1の軸芯線上に
沿わせて垂直に穿設することができない場合でも構造筋
13を切断撤去することなく、該構造筋13を避けた固定穴
2を穿設し、無収縮モルタル等からなる接着充填材6を
注入充填することにより、固定穴2から柵支柱1内の開
口高さL1範囲にて形成される結合支柱12によって柵支
柱1は柵設置部Bに固定される。即ち、柵支柱1は柵設
置部Bの固定穴2から一体に立ち上がり内部に芯材3を
有する結合支柱12によって柵設置部Bに一体に固定され
ることとなることから、柵支柱1の柵設置部Bに対する
結合強度の増強が効果的に行なわれる。Therefore, according to the mounting method and the mounting device configured as described above, the fixing hole 2 bored in the fence installation portion B and the core 3 to be inserted into the fence post 1 are free,
The structural muscle 13 becomes an obstacle and the fixing hole 2 is placed on the axis line of the fence post 1.
Structural muscles even when they cannot be drilled vertically along
By opening the fixing hole 2 avoiding the structural muscles 13 without cutting and removing the structure 13 and injecting and filling the adhesive filling material 6 made of non-shrinkable mortar or the like, the opening in the fence support 1 from the fixing hole 2 is formed. The fence pillar 1 is fixed to the fence installation portion B by the joint pillar 12 formed in the height L1 range. That is, since the fence support 1 rises up integrally from the fixing hole 2 of the fence installation part B and is integrally fixed to the fence installation part B by the joint support 12 having the core material 3 inside, the fence of the fence support 1 is fixed. The bond strength with respect to the installation portion B is effectively increased.
【0029】又、結合支柱12に内在する芯材3は防錆被
膜11により保護されていることで、柵設置部Bとの間か
ら仮に結合支柱12に雨水等が浸入したとしても錆等を引
き起こすことがない。よって、錆等により芯材3が劣化
する心配がない。又、柵支柱1内に形成される結合支柱
12の天板は注入口5の開口位置に存在させたことで、仮
に笠木7との連結が行われている柵支柱1の上端開口部
等から該柵支柱1内に雨水等が浸入した場合、注入口5
が排水口として機能する。よって、雨水等が柵支柱1内
に溜まり、結合支柱12に染み込むことにより起る該結合
支柱12の劣化を防ぐことができることで、同結合支柱12
による柵支柱1の結合強度が長期に亘り維持されること
となる。Further, since the core material 3 existing in the joint column 12 is protected by the anticorrosion coating 11, even if rainwater or the like enters the joint column 12 from the space between the fence installation section B, it does not rust. It does not cause. Therefore, there is no concern that the core material 3 will deteriorate due to rust or the like. In addition, a joint pillar formed in the fence pillar 1
When the top plate of 12 exists at the opening position of the inlet 5, rainwater or the like enters the fence post 1 through the upper end opening of the fence post 1 that is temporarily connected to the headstock 7. , Inlet 5
Functions as a drain. Therefore, it is possible to prevent rainwater or the like from accumulating in the fence support 1 and soaking into the connection support 12, thereby preventing the connection support 12 from deteriorating.
Therefore, the joint strength of the fence post 1 is maintained for a long period of time.
【0030】[0030]
【発明の効果】本発明のコンクリート建造物用防護柵の
取付方法及びその取付装置は叙上の如く構成してなるこ
とから下記の作用効果を奏する。本発明では柵設置部に
穿設した固定穴に遊嵌状に挿入して構造筋と交叉させる
と共に固 定穴から突出させた突出側を柵支柱内に挿入内
在させる芯材がフリーであることで、構造筋が障害とな
り固定穴を、柵支柱の設置間隔をおいて墨出しされた軸
芯に合わせて垂直に穿設することができない場合でも構
造筋を切断撤去することなく、該構造筋を避けた固定穴
の穿設が可能になる。又、流動性に優れた例えば無収縮
モルタル等からなる接着充填材を柵支柱内から固定穴へ
と亘り注入充填することにより、固定穴から柵支柱内に
一体に立ち上がる内部に芯材を有する結合支柱によって
柵支柱を柵設置部に一体に固定することができること
で、柵支柱の柵設置部に対する結合強度の増強が効果的
に行なわれる。従って、構造筋を避けた柵設置部への固
定穴の穿設が可能であることから、従来のように構造筋
の切断撤去によるダメージをコンクリート建造物に与え
ると言う大きな問題を解消することができると共に、防
護柵を柵設置部に沿わせた数メートルから数十メートル
に亘り取り付け設置する可能となる。これにより、構造
筋を撤去する付属作業が不要になることで、施工業者に
与える手間と労力を軽減することができる。加えて、接
着充填材の注入作業は一度で済む等から工期の短縮が期
待できる。更に、柵設置部のコンクリートとの一体化を
固定穴から柵支柱内に一体に立ち上がり内部に構造筋と
交叉する芯材を有する結合支柱によって図った状態で柵
支柱を柵設置部に強靭に固定することができことから、
水平荷重に対する水平強度の高強度が期待できる。EFFECTS OF THE INVENTION Since the method of mounting the protective fence for a concrete structure and the mounting device thereof according to the present invention are constructed as described above, the following operational effects are achieved. In the present invention, it is inserted into a fixing hole formed in the fence installation portion in a loose fitting manner to cross the structural muscles.
By core material is inserted inherent in fence the strut protruding side which projects from the solid Teiana with is free, axial structural muscle the fixing holes becomes an obstacle, which is out ink at the installation interval of the fence posts Even when it is not possible to vertically pierce the structure, it is possible to pierce the structural hole without cutting and removing the structural muscle. In addition, by bonding and filling an adhesive filler made of, for example, non-shrinkable mortar, which has excellent fluidity, from the inside of the fence post to the fixing hole, the core material is built up inside the fence post from the fixing hole. Since the fence pillar can be integrally fixed to the fence installation portion by the pillar, the coupling strength of the fence pillar to the fence installation portion is effectively increased. Therefore, since it is possible to drill a fixing hole in the fence installation part avoiding the structural reinforcement, it is possible to solve the conventional big problem of damaging a concrete structure by cutting and removing the structural reinforcement. it is possible, proof
Several meters to several tens of meters along the fence installation section
It will be possible to install and install over. This allows the structure
By eliminating the need for additional work to remove the muscles, the contractor
The labor and effort to give can be reduced. In addition,
Since it is only necessary to inject the filling material once, the construction period can be shortened.
I can wait. Furthermore, the fence installation section should be integrated with the concrete.
From the fixing holes, rise up integrally inside the fence column and
Since it is possible to firmly fix the fence support to the fence installation part in the state where it is planned by the connecting support having the crossing core material ,
High horizontal strength against horizontal load can be expected.
【0031】又、本発明では結合支柱に内在する芯材は
防錆被膜により保護されていることで、柵設置部との間
から仮に結合支柱に雨水等が浸入したとしても錆等を引
き起こすことがない。よって、錆等により芯材が劣化す
る心配がない。Further, in the present invention, since the core material existing in the joint column is protected by the rust preventive film, even if rainwater or the like enters the joint column from the fence installation portion, it causes rust and the like. There is no. Therefore, there is no concern that the core material will deteriorate due to rust or the like.
【0032】又、本発明では柵支柱内に形成される結合
支柱の天板は注入口の開口位置に存在させたことで、仮
に笠木との連結が行われている柵支柱の上端開口部等か
ら該柵支柱内に雨水等が浸入した場合、注入口が排水口
として機能する。よって、雨水等が柵支柱内に溜まり、
結合支柱に染み込むことにより起る該結合支柱の劣化を
防ぐことができることで、同結合支柱による柵支柱の結
合強度を長期に亘り維持することが可能である。In addition, in the present invention, the top plate of the connecting pillar formed in the supporting pillar is present at the opening position of the injection port, so that the upper end opening of the supporting pillar, which is temporarily connected to the umbrella, etc. When rainwater or the like infiltrates into the fence support from the above, the inlet functions as a drainage port. Therefore, rainwater etc. collects in the fence pillars,
Since it is possible to prevent the deterioration of the connecting columns caused by soaking into the connecting columns, it is possible to maintain the connection strength of the fence columns by the connecting columns for a long period of time.
【0033】又、本発明ではシリコン又は発泡ウレタン
又は双方を用いてリング状に形成した型枠ブロックを、
排水勾配を有する柵設置部と直立させる柵支柱の下端外
周に亘りセットすることで該下端開口部と柵設置部との
間に生じる隙間を塞ぎ、柵支柱内から固定穴へと亘り流
動性を有する接着充填材を注入充填して行う防護柵の設
置を可能にした。即ち、前記隙間を完全に塞いで流動性
を有する接着充填材の外部への流出を完全に防ぐことが
できる型枠ブロックの開発により、前述のように柵支柱
内から固定穴へと亘り注入充填して柵支柱を柵設置部に
一体に固定する防護柵の取付設置を可能にしたものであ
る。In the present invention, a ring-shaped mold block made of silicon or urethane foam or both is used.
By setting over the outer periphery of the lower end of the fence post that stands upright with the fence installation part having a drainage slope, the gap generated between the lower end opening and the fence installation part is closed, and the fluidity is extended from the inside of the fence post to the fixing hole. It became possible to install a protective fence by injecting and filling the existing adhesive filler. That is, by developing a form block that can completely block the gap and completely prevent the flow of adhesive filler having fluidity to the outside, as described above, injection filling from the inside of the fence column to the fixing hole is performed. This enables the installation and installation of a protective fence that integrally fixes the fence support to the fence installation section.
【0034】従って、本発明によれば、構造筋を避けた
固定穴の穿設を可能としながら柵設置部のコンクリート
との一体化を結合支柱により図った強靭な状態で柵支柱
を柵設置部に固定することができることで、高強度が期
待できる。しかも、雨水等の浸入による錆等の発生、コ
ンクリートの劣化により緩む、ガタ付く等の問題が一切
なくなることから、柵支柱の結合状態を長期に亘り高強
度に維持し得る。よって、防護柵が揺れて心理的な不安
を人に与えることがない長期に亘り品質の安定、そし
て、従来のような柵支柱の根元を隠すための足元キャッ
プ等の附属部品がない外観的に仕上がりの良い防護柵の
取り付け設置を可能とする画期的なコンクリート建造物
用防護柵の取付方法と取付装置を提供することができ
る。Therefore, according to the present invention, it is possible to form the fixing holes while avoiding the structural streaks, while the fence installation part is integrated with the concrete by the connecting support pillar so that the fence support pillar is installed in a strong state. High strength can be expected because it can be fixed to. Moreover, since problems such as rust due to infiltration of rainwater and the like, loosening due to deterioration of concrete, and rattling are eliminated at all, it is possible to maintain the connection state of the fence columns with high strength for a long period of time. Therefore, the quality of the fence is stable for a long period of time without the swinging of the protective fence and causing psychological anxiety to the person, and there is no accessory part such as a foot cap for hiding the root of the fence post, unlike the conventional case. It is possible to provide an epoch-making method and device for mounting a protective fence for a concrete structure that enables installation of a protective fence with a good finish.
【図1】 本発明の取付方法及び取付装置により防護柵
を柵設置部に取り付け設置した状態の実施形態を示し、
(a)は縦断面図、(b)は(a)のb-b線横断拡大
図FIG. 1 shows an embodiment of a state where a protective fence is attached and installed on a fence installation section by the installation method and installation device of the present invention ,
(A) is a longitudinal sectional view, (b) is an enlarged view taken along the line bb of (a)
【図2】 本発明取付方法の施工手順の一例を示す要部
の縦断面図で、(a)は芯材を固定穴に挿し込みセット
した状態を示す、(b)は柵支柱を柵設置部に直立せし
めて型枠ブロックをセットした状態を示す、(c)は注
入口から接着充填材を注入している状態を示す、(d)
は注入作業が終了し、接着充填材が硬化した後、型枠ブ
ロックを切断して撤去した状態を示すFIG. 2 is a vertical cross-sectional view of an essential part showing an example of a construction procedure of the mounting method of the present invention, (a) shows a state in which a core material is inserted into a fixing hole and set, (b) shows a fence support post installed Shows a state in which the mold block is set upright on the section, (c) shows a state in which the adhesive filler is being injected from the injection port, (d)
Shows a state injection operation is completed, after the adhesive filler is cured, which is removed by cutting the mold block
【図3】 芯材を示す斜視図で、一部長さを省略して示
すFIG. 3 is a perspective view showing a core member with a part of the length omitted.
【図4】 型枠ブロックの一例を示す斜視図で、一部を
切欠断面して示すFIG. 4 is a perspective view showing an example of a mold block, showing a part in a cutaway cross section.
【図5】 本発明の取付方法及び取付装置により防護柵
を柵設置部に取り付け設置する他の実施形態を示すFIG. 5 shows another embodiment in which the protective fence is attached and installed on the fence installation section by the installation method and installation device of the present invention .
【図6】 同実施例形態において防護柵の取り付け設置
作業が終了した状態を示す要部の斜視図で、柵支柱内部
の補強材を省略し且つ一部を切欠して示す [Fig. 6] Installation of a protective fence in the embodiment
A perspective view of the main part showing the state where the work is completed, inside the fence support
The reinforcing material is omitted and a part is cut away.
A:防護柵 1:柵支柱 2:固定穴 3:芯材 4:型枠ブロック 5:注入口 6:接着充填材 7:笹木 8:下桟 9:格子 10:補強材 11:防錆被膜 12:結合支柱 13:構造筋 14:隙間A: Protective fence 1: Fence post 2: Fixing hole 3: Core material 4: Form block 5: Filling port 6: Adhesive filling material 7: Sasaki 8: Lower rail 9: Lattice 10: Reinforcing material 11: Anticorrosion coating 12 : Connection post 13: Structural line 14: Gap
Claims (5)
する柵設置部内の構造筋と交叉すると共に同固定穴から
突出させた状態にし、 次に前記芯材の突出側を、中空筒状を呈する柵支柱の下
端内部にフリーに挿入内在させて柵支柱を柵設置部に直
立させた後、 適度の弾性を備え且つ接着充填材が付着しない濡れ性を
有する材質からなるリング状の型枠ブロックを、前記柵
支柱の下端外周と柵設置部とに亘りセットせしめて該下
端開口部と柵設置部との間に生じる隙間を塞いだ後、 前記柵支柱の側壁に設けた注入口から該注入口に達する
充填レベルにて柵支柱内、固定穴内へと亘り少なくとも
適宜の流動性を有する前記接着充填材を注入し、前記接着充填材が硬化して前記固定穴から柵支柱内に亘
り一体に立ち上がり内部に前記芯材を有する結合支柱が
形成された後に 前記型枠ブロックを撤去するようにした
ことを特徴とするコンクリート建造物用防護柵の取付方
法。1. A fixing hole is bored in a fence installation portion of a building, and a core material is inserted into the fixing hole in a loosely-fitting manner to position the fixing hole in the fixing hole.
It crosses the structural muscles inside the fence installation part and from the same fixing hole
After making the projecting state, the projecting side of the core material is inserted freely inside the lower end of the hollow column-shaped fence post, and the fence post is erected upright on the fence installation part. And, a ring-shaped form block made of a material having a wettability to which the adhesive filler does not adhere is set between the lower end outer periphery of the fence support and the fence installation part and between the lower end opening and the fence installation part. after closing the gap generated, the fence posts at the fill level reaching the infusion inlet from an inlet provided in the side wall of the fence post, it said adhesive filler is injected with at least appropriate fluidity over into fixed hole , The adhesive filler is hardened, and it extends from the fixing hole to the inside of the fence post.
The combined support with the core inside
A method of mounting a protective fence for a concrete structure, characterized in that the formwork block is removed after being formed .
口部又はその近傍部位から適宜の長さ範囲にて内在する
中空状の補強材を挿入させた状態で、前記柵支柱を柵設
置部上に直立させて該柵支柱内、固定穴内へと接着充填
材を注入するようにしたことを特徴とするコンクリート
建造物用防護柵の取付方法。 2. The lower end opening of the fence pillar according to claim 1.
It exists within an appropriate length range from the mouth or its vicinity.
With the hollow reinforcing material inserted, install the fence support
Stand upright on the table and bond and fill into the fence post and fixing hole
Concrete characterized by pouring material
How to install a protective fence for buildings.
固定穴に亘りフリーに挿入内在させると共に固定穴に位
置する柵設置部内の構造筋と交叉する芯材と、 前記柵支柱を柵設置部に直立させた状態で該柵支柱の下
端開口部と柵設置部との間に生じる隙間を塞ぐように該
柵支柱の下端外周と柵設置部とに亘りセットする適度の
弾性を備え且つ接着充填材が付着しない濡れ性を有する
材質からなる型枠ブロックと、 前記柵支柱内から固定穴へと亘り注入充填する少なくと
も適宜の流動性を有する接着充填材とを備え、 前記固定穴内から柵支柱内に亘る接着充填材の注入充填
により該固定穴から柵支柱内に亘り一体に形成されて内
部に芯材を有する結合支柱によって柵支柱を柵設置部に
一体に固定するようにしたことを特徴とするコンクリー
ト建造物用防護柵の取付装置。 3. A fence post having a hollow tubular shape, and a fence installation portion of a building from inside the lower end of the fence post.
Freely insert over the fixing hole and place it in the fixing hole.
The core material that intersects with the structural muscles in the fence installation part to be placed, and under the fence post with the fence post upright on the fence installation part.
Make sure to close the gap between the end opening and the fence installation.
A moderate amount to be set over the outer circumference of the fence post and the fence installation area.
It has elasticity and has wettability that adhesive filler does not adhere.
Form block made of material , and at least filling and filling from inside the fence post to the fixing hole
Is also provided with an adhesive filler having an appropriate fluidity, and the adhesive filler is injected and filled from the inside of the fixing hole to the inside of the fence post.
Is formed integrally from the fixing hole to the inside of the fence post.
The fence support is made into a fence installation part by the connection support which has a core material in the part.
Concree characterized by being fixed together
Mounting device for protective fences for buildings.
てなることを特徴とするコンクリート建造物用防護柵の
取付装置。 4. The core material according to claim 3 is provided with an anticorrosion coating
Of the protective fence for concrete structures characterized by
Mounting device.
シリコン又は発泡ウレタン又はシリコンと発泡ウレタン
との双方から少なくとも柵支柱の横断外面形状に略適合
する内面形状で適宜の高さを有するリング状に形成され
てなることを特徴とするコンクリート建造物用防護柵の
取付装置。 5. The formwork block according to claim 3 or 4,
Silicon or urethane foam or silicone and urethane foam
From both of the above, at least conforms to the cross-sectional outer surface shape of the fence post
The inner surface is shaped like a ring with an appropriate height.
Of the protective fence for concrete structures characterized by
Mounting device.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001383443A JP3506379B2 (en) | 2000-12-18 | 2001-12-17 | Mounting method and mounting device for protective fence for concrete buildings |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000-383862 | 2000-12-18 | ||
JP2000383862 | 2000-12-18 | ||
JP2001383443A JP3506379B2 (en) | 2000-12-18 | 2001-12-17 | Mounting method and mounting device for protective fence for concrete buildings |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2002250108A JP2002250108A (en) | 2002-09-06 |
JP3506379B2 true JP3506379B2 (en) | 2004-03-15 |
Family
ID=26606015
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001383443A Expired - Fee Related JP3506379B2 (en) | 2000-12-18 | 2001-12-17 | Mounting method and mounting device for protective fence for concrete buildings |
Country Status (1)
Country | Link |
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JP (1) | JP3506379B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
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JP5463101B2 (en) * | 2009-08-28 | 2014-04-09 | 文化シヤッター株式会社 | Manufacturing method of anchor part of handrail support |
JP5735243B2 (en) * | 2010-09-24 | 2015-06-17 | 積水化学工業株式会社 | Handrail support structure and construction method |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59190826U (en) * | 1983-06-04 | 1984-12-18 | 株式会社 長谷川工務店 | Handrail support installation device |
JP2619781B2 (en) * | 1993-02-27 | 1997-06-11 | 一也 田頭 | Method and apparatus for installing handrails in concrete buildings |
JP2581815Y2 (en) * | 1993-12-24 | 1998-09-24 | 株式会社竹中工務店 | Fixed structure of handrails on balconies |
JPH08142032A (en) * | 1994-11-11 | 1996-06-04 | Koyo Sangyo Kk | Release paint for concrete form, and painted panel for concrete form |
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2001
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