JPS635603B2 - - Google Patents
Info
- Publication number
- JPS635603B2 JPS635603B2 JP57129055A JP12905582A JPS635603B2 JP S635603 B2 JPS635603 B2 JP S635603B2 JP 57129055 A JP57129055 A JP 57129055A JP 12905582 A JP12905582 A JP 12905582A JP S635603 B2 JPS635603 B2 JP S635603B2
- Authority
- JP
- Japan
- Prior art keywords
- penetrating body
- hole
- penetrating
- gap
- fixing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 230000000149 penetrating effect Effects 0.000 claims description 27
- 239000000463 material Substances 0.000 claims description 20
- 238000000034 method Methods 0.000 claims description 17
- 239000004033 plastic Substances 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 239000004568 cement Substances 0.000 description 4
- 238000007796 conventional method Methods 0.000 description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 2
- 238000009472 formulation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 239000011398 Portland cement Substances 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 239000000920 calcium hydroxide Substances 0.000 description 1
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 1
- 235000011116 calcium hydroxide Nutrition 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229920000609 methyl cellulose Polymers 0.000 description 1
- 239000001923 methylcellulose Substances 0.000 description 1
- 235000010981 methylcellulose Nutrition 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Standing Axle, Rod, Or Tube Structures Coupled By Welding, Adhesion, Or Deposition (AREA)
Description
【発明の詳細な説明】
本発明は、天井、床等の建築物の構造体に設け
た貫通孔へ柱状体、管状体等の貫通体を挿入後、
該貫通孔へのこれら貫通体の固定する方法に関す
る。DETAILED DESCRIPTION OF THE INVENTION The present invention provides a method for inserting a penetrating body such as a columnar body or a tubular body into a through hole provided in a structure of a building such as a ceiling or floor;
The present invention relates to a method of fixing these penetrating bodies to the through holes.
高層ビルに限らず通常の建築物等に打設コンク
リート製建築物とか、プレキヤスト法で製造され
たコンクリートスラブを床とか天井に用いた建築
物においては、必要に応じ不燃材料で被覆してあ
ることのある給排気管、給排水管、配電管、飾柱
等は通常、天井、床等を設置して後、所望の場所
に穿設された孔に挿入され固定される。 Not only high-rise buildings but also ordinary buildings made of cast concrete, or buildings that use concrete slabs manufactured by the precast method for floors and ceilings, must be covered with noncombustible materials as necessary. The supply and exhaust pipes, water supply and drainage pipes, distribution pipes, decorative pillars, etc., which have a ceiling, are usually inserted into holes drilled at desired locations and fixed after the ceiling, floor, etc. are installed.
この穿孔は上記諸種の貫通体の外径よりも大に
ならざるを得ないので穿孔で形成された貫通孔内
壁を上記管、柱等の貫通体とのなす間隙を適当な
材料で埋め戻して固定する必要がある。 Since this perforation has to be larger than the outside diameter of the various types of penetrating bodies mentioned above, the gap between the inner wall of the perforated hole and the penetrating body such as the pipe or pillar is backfilled with a suitable material. It needs to be fixed.
この埋め戻し材料は流動性のある例えばセメン
ト−水混練物を用い、前記間隙に流し込むが、従
来は、前記間隙部を下方から予め塞さいでおく方
法としては木製、金属製、プラスチツクス製の板
で中央に前記貫通体外径とほぼ等しい孔が設けら
れ、該孔のほゞ中央を通る直線に沿つて2つに切
り割りされた組み合わせ板、もしくは前記孔を設
けた板の孔外周部から1外方向に向つてのみ切り
割つた板を用いて貫通体の鍔状体を構成し該鍔状
体をスラブ等の下表面に当接し、釘等で固定し、
しかる後に前記埋め戻し材料を流し込む方法の
他、上記鍔状体を貫通体に巻きつけたバンドとス
ラブ等の下表面との間で挾持して貫通孔の底部を
作り前記と同じ方法で埋め戻す方法が主として用
いられて来た。 This backfill material is made of fluid, such as a cement-water mixture, and is poured into the gap. Conventionally, the gap is filled from below with a material made of wood, metal, or plastic. A combination plate in which a hole approximately equal to the outer diameter of the penetrating body is provided in the center of the plate, and the plate is cut into two along a straight line passing through the center of the hole; The brim-like body of the penetrating body is constructed using a plate cut only in the outward direction, and the brim-like body is brought into contact with the lower surface of the slab, etc., and fixed with nails, etc.
After that, in addition to the method of pouring the backfilling material, the bottom of the through hole is created by sandwiching the brim-shaped body between a band wrapped around the penetrating body and the lower surface of a slab, etc., and backfilling is performed using the same method as described above. method has been mainly used.
しかし、これらの方法をとる場合、前記鍔状体
を各種断面形状、大きさの貫通体に合わせて数多
く製作しておかなければならないこと、該鍔状体
の固定方法例えばスラブへの釘打ち止め、スラブ
等への押しつけ固定用具の使用等の煩雑さがあ
り、貫通体外周埋め戻しによる貫通体の固定方法
については改良が望まれて来た。 However, when using these methods, it is necessary to manufacture a large number of flanges to match penetrating bodies with various cross-sectional shapes and sizes, and the method of fixing the flanges, such as nailing to a slab, There is a need for improvement in the method of fixing the penetrating body by backfilling the outer periphery of the penetrating body, since it is complicated to use a fixing tool for pressing against the slab or the like.
本発明者等はこれらの問題点について鋭意検討
した結果、急結性の可塑材料の任意の形状のもの
例えば、球状塊、ひも状体の他不定形の塊状体を
作り、直ちに前記間隙の下方より貫通体周囲にわ
たり所望の厚さだけ挿入し貫通体外周に固着し凝
結または硬化を待つて該間隙の上方よりスラブ等
構造体と同じまたは異つた埋め戻し用可塑材料を
充填することによりきわめて容易に貫通孔への貫
通体の固定に成功し本発明を完成した。 As a result of intensive studies on these problems, the inventors of the present invention made a rapid-setting plastic material of any shape, such as a spherical mass, a string-like mass, or an irregularly shaped mass, and immediately placed the material under the gap. It is extremely easy to insert a desired thickness around the penetrating body, allow it to adhere to the outer periphery of the penetrating body, wait for it to solidify or harden, and then fill the gap with the same or different plastic material for backfilling as the structure, such as a slab. The present invention was completed by successfully fixing the penetrating body to the through hole.
即ち本発明の要旨は、構造体貫通孔に貫通体を
挿入し、該貫通孔の内壁と貫通体とのなす間隙の
うち最下部分に任意の形状をした急結性の可塑材
料より成る充填物質を所望の厚さ挿入し貫通体外
周に固着し、固化後、前記間隙残部を埋め戻し材
料で充填固化する構造体貫通孔への貫通体の固定
方法にある。 That is, the gist of the present invention is to insert a penetrating body into a through hole of a structure, and fill the lowest part of the gap between the inner wall of the through hole and the penetrating body with a rapidly setting plastic material having an arbitrary shape. A method for fixing a penetrating body in a structure through-hole includes inserting a material to a desired thickness and fixing it on the outer periphery of the penetrating body, and after solidifying, filling the remaining part of the gap with a backfilling material and solidifying it.
以下本発明を図面を用いて説明する。 The present invention will be explained below using the drawings.
第1〜4図は従来法で埋め戻しをする場合の方
法を示すもので第1図は建築物構造体1に穿孔さ
れた貫通孔2に給排水管3が挿入され、建築物構
造体1の下面1aに接し且つ給排水管3に鍔状に
設けられた鍔状体4を該建築物構造体1に釘5で
固定した場合の縦断面図を示す。 Figures 1 to 4 show the method of backfilling using the conventional method. In Figure 1, a water supply and drainage pipe 3 is inserted into a through hole 2 drilled in the building structure 1. A vertical cross-sectional view is shown in which a brim-like body 4, which is in contact with the lower surface 1a and is provided in a brim-like manner on the water supply and drainage pipe 3, is fixed to the building structure 1 with nails 5.
埋め戻し用可塑材料は貫通孔2内の給排水管3
外周に充填固化される。 The plastic material for backfilling is the water supply and drainage pipe 3 inside the through hole 2.
The outer periphery is filled and solidified.
第2図は第1図の−線矢視図を示す。切り
割り線6は給排水管3の鍔状体4を構成するため
に設けられたものであり、鍔状体4の材質が弾性
を持つか、破壊し難いものである場合は切り割線
6は一方のみでも良い。 FIG. 2 shows a view taken along the - line in FIG. 1. The cutting line 6 is provided to configure the brim 4 of the water supply and drainage pipe 3, and if the material of the brim 4 is elastic or difficult to break, the cutting line 6 is only provided on one side. But it's okay.
第3図は第1,2図における釘打ちの代りに給
排水管3にバンド7(この例では巾の広い立てバ
ンドを用いている)を巻いて鍔状体4を挾持固定
した場合の縦断面図であり、埋め戻しは同様の方
法で行なわれる。 Figure 3 shows a longitudinal cross-section of a case where a band 7 (in this example, a wide standing band is used) is wrapped around the water supply and drainage pipe 3 instead of nailing in Figures 1 and 2, and the brim 4 is clamped and fixed. Figure 2, backfilling is performed in a similar manner.
第4図は第3図の−線矢視図を示す。第5
図は本発明に係る方法で急結性材料8が貫通体3
の外周の貫通孔部分の所望の厚みだけ適当に押し
込まれた状態を示す縦断面図を示しこの材料8が
ある程度以上固化すれば貫通体3の外周の間隙の
残部への埋め戻しは従来と同要領で行なわれる。 FIG. 4 shows a view taken along the - line in FIG. 3. Fifth
The figure shows a method according to the present invention in which a quick-setting material 8 is applied to a penetrating body 3.
The figure shows a vertical cross-sectional view showing a state in which the through-hole portion on the outer periphery of the penetrating body 3 has been appropriately pushed in to a desired thickness.Once this material 8 has solidified to a certain extent, the remaining gap in the outer periphery of the penetrating body 3 can be backfilled in the same manner as before. It is done according to the rules.
第6図は第5図の−線矢視図を示す。なお
第1〜6図に用いた符号は同じ対象物には共通に
示した。 FIG. 6 shows a view taken along the - line in FIG. 5. Note that the same reference numerals used in FIGS. 1 to 6 are used for the same objects.
本発明に係る方法に適する急結性材料8として
は、固化(凝結もしくは硬化)時間が短いこと、
好ましくは配合調整後10〜60分程度で固化するこ
と、少なくとも建築物構造体への接着性が良いこ
と(貫通体への接着性があれば更に好ましい。)、
固化後の収縮が少ないこと、少なくとも建築物構
造体が不燃性の場合は、不燃性であること、有害
物質を含まないことが一般に要求される。 The rapid setting material 8 suitable for the method according to the present invention has a short solidification (setting or hardening) time;
Preferably, it solidifies in about 10 to 60 minutes after adjusting the formulation, and has good adhesion to building structures (more preferably, it has adhesion to penetrating bodies).
It is generally required to have low shrinkage after solidification, to be non-combustible, at least if the building structure is non-combustible, and to be free of harmful substances.
これらの要求を満たすものとしては、石膏をベ
ースとするもの、セメントをベースとするもの等
があげられる。 Examples of materials that meet these requirements include those based on gypsum and those based on cement.
セメントをベースとするものの配合例を挙げ
る。 Here are some examples of formulations based on cement.
硅 砂 50重量部
早強セメント 15
ポルトランドセメント 15
アルミナセメント 10
消石灰 8
メチルセルローズ 2
水 70
以上本発明を図面、実施例を中心に詳述した
が、本発明の方法をとることにより、従来法に比
べ施工手間が著しく簡略化され、従来法のごとき
貫通体、貫通孔に見合つた諸施工材の製作、準備
は不要であり、これらのとりつけ、とりはずし工
程が全くなくなるので便利に効果的に実施しう
る。Silica sand 50 parts by weight Early strength cement 15 Portland cement 15 Alumina cement 10 Slaked lime 8 Methyl cellulose 2 Water 70 The present invention has been described above in detail with reference to drawings and examples, but by adopting the method of the present invention, it can be applied to conventional methods. The construction time is significantly simplified compared to conventional methods, and there is no need to manufacture and prepare various construction materials suitable for penetrating bodies and through holes, and the installation and removal processes are completely eliminated, so it can be carried out conveniently and effectively. sell.
第1〜4図は従来法に係るもので第1,3図は
それらの縦断面図、第2,4図は第1,3図の
−及び−線矢視図をそれぞれ示し第5図は
本発明に係る方法を実施する場合の縦断面図、第
6図はその−線矢視図を示す。
Figures 1 to 4 relate to the conventional method, Figures 1 and 3 are longitudinal sectional views thereof, Figures 2 and 4 are views taken along the - and - lines in Figures 1 and 3, respectively, and Figure 5 is a FIG. 6 is a longitudinal cross-sectional view of the case where the method according to the present invention is carried out, and FIG. 6 shows a view taken along the - line.
Claims (1)
内壁と貫通体とのなす間隙のうち最下部分に任意
の形状をした急結性の可塑材料より成る充填物質
を所望の厚さ挿入し貫通体外周に固着し、固化
後、前記間隙残部を埋め戻し材料で充填固化する
ことを特徴とする構造体貫通孔への貫通体の固定
方法。1. Insert the penetrating body into the through-hole of the structure, and fill the lowermost part of the gap between the inner wall of the through-hole and the penetrating body with a filling material made of a quick-setting plastic material having an arbitrary shape to a desired thickness. A method for fixing a penetrating body in a structure through-hole, which comprises inserting and fixing the penetrating body to the outer periphery of the penetrating body, and after solidifying, filling and solidifying the remaining part of the gap with a backfilling material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57129055A JPS5919791A (en) | 1982-07-26 | 1982-07-26 | Method of fixing penetrating body into structure through-hole |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57129055A JPS5919791A (en) | 1982-07-26 | 1982-07-26 | Method of fixing penetrating body into structure through-hole |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5919791A JPS5919791A (en) | 1984-02-01 |
JPS635603B2 true JPS635603B2 (en) | 1988-02-04 |
Family
ID=14999967
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP57129055A Granted JPS5919791A (en) | 1982-07-26 | 1982-07-26 | Method of fixing penetrating body into structure through-hole |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5919791A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63155604U (en) * | 1987-03-31 | 1988-10-12 |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61244907A (en) * | 1985-04-23 | 1986-10-31 | 鈴木鉄工株式会社 | Method of fixing sleeve |
-
1982
- 1982-07-26 JP JP57129055A patent/JPS5919791A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63155604U (en) * | 1987-03-31 | 1988-10-12 |
Also Published As
Publication number | Publication date |
---|---|
JPS5919791A (en) | 1984-02-01 |
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