JP3052196B2 - Embedded type penetration sleeve of building for collective piping - Google Patents
Embedded type penetration sleeve of building for collective pipingInfo
- Publication number
- JP3052196B2 JP3052196B2 JP9144630A JP14463097A JP3052196B2 JP 3052196 B2 JP3052196 B2 JP 3052196B2 JP 9144630 A JP9144630 A JP 9144630A JP 14463097 A JP14463097 A JP 14463097A JP 3052196 B2 JP3052196 B2 JP 3052196B2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- inner frame
- building
- outer frame
- cylindrical body
- 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
- 230000035515 penetration Effects 0.000 title description 7
- 230000000149 penetrating effect Effects 0.000 description 9
- 239000003507 refrigerant Substances 0.000 description 8
- 238000005266 casting Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 101150096674 C20L gene Proteins 0.000 description 1
- 241000272201 Columbiformes Species 0.000 description 1
- 102220543923 Protocadherin-10_F16L_mutation Human genes 0.000 description 1
- 101100445889 Vaccinia virus (strain Copenhagen) F16L gene Proteins 0.000 description 1
- 101100445891 Vaccinia virus (strain Western Reserve) VACWR055 gene Proteins 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L57/00—Protection of pipes or objects of similar shape against external or internal damage or wear
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)
Description
【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION
【0001】[0001]
【発明の属する技術分野】本発明は集合配管用建造物の
埋込み型貫通スリーブに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an embedded type through sleeve for a building for collective piping.
【0002】[0002]
【従来の技術】ビルの空調設備では、多数の室外機をビ
ルの屋上に設置し、ビルの各フロアの室内機と屋上の対
応する各室外機との間を、一対の冷媒管及び一本の制御
ケーブル(以下これらを総称して冷媒管等と記す)でそ
れぞれ接続している。2. Description of the Related Art In a building air conditioner, a large number of outdoor units are installed on the roof of a building, and a pair of refrigerant pipes and a single line are provided between the indoor units on each floor of the building and the corresponding outdoor units on the roof. (Hereinafter referred to collectively as refrigerant pipes, etc.).
【0003】このため、ビルの屋上には図4、5に示す
ような小屋風の集合配管用建造物(通称ハト小屋)1を
屋上に建造し、この集合配管用建造物1の側壁部1aに
は、配管用開口部2を構成する埋込み型貫通スリーブ3
を集合配管用建造物1の建造時のコンクリート打設の際
に埋設し、この貫通スリーブ3の外側にフードボックス
4を固定している。For this reason, a hut-like building (commonly known as a pigeon hut) 1 as shown in FIGS. 4 and 5 is built on the roof of the building, and the side wall 1a of the building 1 for collective piping is constructed. Embedment type penetrating sleeve 3 forming pipe opening 2
Is embedded when concrete is poured during construction of the collective piping structure 1, and the food box 4 is fixed to the outside of the penetration sleeve 3.
【0004】各フロアの室内機からの冷媒管等5は、ビ
ル内を高さ方向に貫通する配管ダクト内でひとまとめに
合流させて屋上の集合配管用建造物1内まで配管し、配
管用開口部2からフードボックス4を通して、屋上に設
置したラック6に沿って配管する。そして、このラック
6の近傍に多数設置された各個別の室外機(図示せず)
に、このラック6から冷媒管等5を引出して接続してい
る。[0004] Refrigerant pipes 5 and the like from the indoor units on each floor are joined together in a pipe duct penetrating the building in the height direction and piped into the rooftop collective pipe building 1 to form a pipe opening. From the section 2 through the food box 4, piping is carried out along the rack 6 installed on the roof. Each individual outdoor unit (not shown) installed in the vicinity of the rack 6
The refrigerant pipes 5 are drawn out from the rack 6 and connected thereto.
【0005】このような集合配管用建造物1の配管用開
口部2を構成する埋込み型貫通スリーブ3は、従来で
は、図4、5に示すように、側壁部1aの壁厚に一致す
る幅の金属板で矩形筒体10を作成し、この矩形筒体1
0の内側端部内周に沿って、コンクリート打設の際の型
枠パネル(図示せず)を固定するための取付け穴11a
を備えた内側矩形枠11を全周にわたって溶接によって
取付け、矩形筒体10の外側端部内周に沿って、フード
ボックス4を固定するための取付け穴12aを備えた外
側矩形枠12を全周にわたって溶接によって取付け、さ
らに、鍔13を、矩形筒体10の外側に全周にわたって
溶接によって取付けている。この鍔13は、コンクリー
ト打設後の側壁部1aと矩形筒体10の外周との間を伝
わって、外部から雨水などが集合配管用建造物1内へ浸
入するのを防ぐためである。Conventionally, as shown in FIGS. 4 and 5, the embedded type penetrating sleeve 3 constituting the pipe opening 2 of the collective pipe building 1 has a width corresponding to the wall thickness of the side wall 1a. A rectangular cylinder 10 is made of a metal plate of
Mounting hole 11a for fixing a formwork panel (not shown) at the time of concrete casting along the inner periphery of the inner end of the housing.
The inner rectangular frame 11 provided with the above is attached over the entire circumference by welding, and the outer rectangular frame 12 provided with the mounting hole 12a for fixing the hood box 4 is provided along the inner circumference of the outer end of the rectangular cylindrical body 10 over the entire circumference. The flange 13 is attached to the outside of the rectangular cylindrical body 10 by welding over the entire circumference. This flange 13 is to prevent rainwater and the like from entering the collective piping structure 1 from the outside by transmitting between the side wall 1a after the concrete casting and the outer periphery of the rectangular cylindrical body 10.
【0006】[0006]
【発明が解決しようとする課題】しかしながら、このよ
うな構造の従来の埋込み型貫通スリーブ3では、集合配
管用建造物1の側壁部1aの壁厚が施工現場ごとに異な
るため、施工現場からの寸法指定を受けた後に、壁厚に
一致する幅で矩形筒体10を作成しなければならず、こ
の矩形筒体10を作成してから内側矩形枠11、外側矩
形枠12、鍔13を取付けなければならないため、作成
に時間がかかり、納期が遅くなるという不都合があっ
た。However, in the conventional embedded type penetrating sleeve 3 having such a structure, the wall thickness of the side wall portion 1a of the collective piping building 1 differs from one construction site to another. After receiving the dimensions, the rectangular cylinder 10 must be created with a width that matches the wall thickness. After the rectangular cylinder 10 is created, the inner rectangular frame 11, the outer rectangular frame 12, and the flange 13 are attached. Since it must be done, it takes a long time to create, and the delivery date is delayed.
【0007】また、この埋込み型貫通スリーブ3は鉄板
から成る矩形筒体10にL字アングルから成る内側矩形
枠11、外側矩形枠12、鍔13を固定したものである
ため、重量が極めて重く、ビルの屋上などへ運搬するの
が大変であり、特にサイズが大きい場合、エレベータで
運搬できず、階段を使って運搬しなければならないた
め、多大な労力を要していた。本発明はこのような問題
を解決し、納期も長くかからず、また運搬も容易な集合
配管用建造物の埋込み型貫通スリーブを提供することを
目的としている。Further, since the embedded type penetrating sleeve 3 is formed by fixing an inner rectangular frame 11, an outer rectangular frame 12, and a flange 13 each formed of an L-angle to a rectangular cylindrical body 10 formed of an iron plate, the weight is extremely heavy. Transporting to the rooftop of a building is difficult, and especially when the size is large, it cannot be transported by an elevator and must be transported using stairs, which requires a great deal of labor. An object of the present invention is to solve such a problem and to provide an embedded type penetrating sleeve for a building for collective piping which has a short delivery time and is easy to transport.
【0008】[0008]
【課題を解決するための手段】前記目的を達成するため
に本発明の集合配管用建造物の埋込み型貫通スリーブ
は、組立式に接合する内枠(30)と外枠(40)に分
割構成され、前記内枠(30)が、四角形筒状の筒体
(31)と、該筒体(31)の一端側の端部全周から垂
直内方へ一体的に突設された縁板(32)と、該筒体
(31)の前記縁板(32)と反対側の端部全周から垂
直外方へ一体的に突設され、複数の取付穴(32a)を
有する取付け板(33)を備え、前記外枠(40)が、
四角形筒状の筒体(41)と、該筒体(41)の一端側
の端部全周から垂直外方へ一体的に前記内枠(30)の
前記取付け板(33)より大なる長さで突設され、前記
内枠(30)の前記取付け板(33)の前記複数の取付
穴(33a)にそれぞれ合致する複数の取付穴(42
a)を有する鍔板(42)と、該鍔板(42)の先端全
周から垂直に外枠(40)の前記筒体(41)と反対側
へ一体的に突設された折曲げ縁部(43)と、該筒体
(41)の前記鍔板(42)と反対側の端部全周から垂
直内方へ一体的に突設された縁板(44)とを備え、前
記内枠(30)の前記取付け板(33)と前記外枠(4
0)の前記鍔板(42)とを前記各取付穴(33a)、
(42a)が合致するように突き合わせて連結して、前
記集合配管用建造物の側壁部の厚さに適合する厚さに、
前記内枠(30)と前記外枠(40)とを組合せるよう
にしている。In order to achieve the above object, a buried type penetration sleeve for a building for collective piping according to the present invention is divided into an inner frame (30) and an outer frame (40) which are assembled and joined. The inner frame (30) is formed of a square tubular body (31) and an edge plate integrally protruded inward vertically from the entire circumference of one end of the tubular body (31). 32), and a mounting plate (33) integrally protruding vertically outward from the entire periphery of the end of the cylindrical body (31) opposite to the edge plate (32) and having a plurality of mounting holes (32a). ), Wherein the outer frame (40) is
A quadrangular cylindrical body (41), and a length greater than the attachment plate (33) of the inner frame (30) integrally and vertically outward from the entire circumference of one end of the cylindrical body (41). And a plurality of mounting holes (42) which respectively protrude and correspond to the plurality of mounting holes (33a) of the mounting plate (33) of the inner frame (30).
a flange plate (42) having a) and a bent edge integrally protruded from the entire periphery of the distal end of the flange plate (42) to the side of the outer frame (40) opposite to the cylindrical body (41). Part (43), and an edge plate (44) integrally protruding vertically inward from the entire periphery of the end of the cylindrical body (41) opposite to the flange plate (42). The mounting plate (33) of the frame (30) and the outer frame (4)
0) the flange plate (42) and the mounting holes (33a),
(42a) is butt-connected so as to coincide with each other, and has a thickness adapted to the thickness of the side wall portion of the collective piping building;
The inner frame (30) and the outer frame (40) are combined.
【0009】このようにしたため、集合配管用建造物の
配管用開口部を設けるための側壁部の厚さに応じて内枠
と外枠とを組合せた厚さが側壁部の厚さに一致するよう
に選ぶことによって、側壁部の厚さが施工現場ごとに異
なっていても直ちに対応することができ、納期を著しく
短縮できる。また、2つに分割されているため、重量も
軽減され、厚さが薄くなるから、ビル屋上などへの運搬
も容易となる。[0009] Thus, the combined thickness of the inner frame and the outer frame matches the thickness of the side wall according to the thickness of the side wall for providing the piping opening of the collective piping structure. With such a choice, even if the thickness of the side wall portion varies from one construction site to another, it can be dealt with immediately and the delivery time can be significantly reduced. In addition, since it is divided into two parts, the weight is reduced and the thickness is reduced, so that it can be easily transported to a building rooftop or the like.
【0010】また、本発明では、内枠30は全周に垂直
外方へ一体的に突設された取付け板33を有し、外枠4
0は全周に垂直外方へ一体的に突設された鍔板42を有
し、さらに鍔板42の先端全周からは垂直方向に折曲げ
縁部43が一体的に突設されて、内枠30と外枠40と
を上下方向に曲げ突設された取付け板33と鍔板42と
を接合して固定具で固定した構造のため、外枠外周とコ
ンクリートとの間を伝わってくる雨水を鍔板42で遮断
して、集合配管用建造物内部への雨水の浸入を防ぐこと
ができる。Further, in the present invention, the inner frame 30 has a mounting plate 33 which is integrally and vertically protruded on the entire periphery thereof.
0 has a flange plate 42 integrally and vertically projecting outward from the entire periphery, and furthermore, a bent edge 43 is integrally projected from the entire periphery of the front end of the flange plate 42, The inner frame 30 and the outer frame 40 are bent in the vertical direction, and the mounting plate 33 and the flange plate 42 which are protruded and joined are fixed to each other by a fixing tool, so that the inner frame 30 and the outer frame 40 are transmitted between the outer frame outer periphery and the concrete. The rainwater can be blocked by the flange plate 42 to prevent rainwater from entering the inside of the collective piping structure.
【0011】また、本発明では、さらに鍔板42の先端
全周に水平方向に折曲げた折曲げ縁部43を設けている
ため、コンクリート打設時に下降してくる水分を折曲げ
縁部43で遮断するため、外枠及び内枠の内部への水分
の浸入を防ぐことができる。Further, in the present invention, since the bent edge 43 which is bent in the horizontal direction is provided on the entire periphery of the front end of the flange plate 42, the water falling down at the time of placing concrete is prevented from being bent. As a result, it is possible to prevent moisture from entering the inside of the outer frame and the inner frame.
【0012】[0012]
【発明の実施の形態】以下、図面に基づいて本発明の実
施形態を説明する。図1は本発明の一実施形態の埋込み
型貫通スリーブ20を示している。本発明の埋込み型貫
通スリーブ20は、内枠30と外枠40とに分割されて
いて、両者を組合せて結合することによって構成され
る。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows an embedded type penetration sleeve 20 according to an embodiment of the present invention. The embedding-type penetrating sleeve 20 of the present invention is divided into an inner frame 30 and an outer frame 40, and is configured by combining and connecting the two.
【0013】内枠30は長方形筒状の筒体31を備えて
いる。この筒部31の深さ方向の後端において、コンク
リート打設のための仮枠パネルを固定するための取付穴
32aを備えた縁板32が、四つの辺の全周にわたって
筒部31から垂直に内方へ向かって突設されている。The inner frame 30 has a rectangular cylindrical body 31. At the rear end of the cylindrical portion 31 in the depth direction, an edge plate 32 provided with a mounting hole 32a for fixing a temporary frame panel for placing concrete is vertically extended from the cylindrical portion 31 over the entire circumference of the four sides. It protrudes inward.
【0014】また、筒部31の前端において、外枠40
の鍔板42に取付けるための取付け穴33aを備えた取
付け板33が、四つの辺の全周にわたって筒部31から
垂直に外方へ向かって突設されている。At the front end of the cylindrical portion 31, an outer frame 40 is provided.
A mounting plate 33 provided with a mounting hole 33a for mounting to the flange plate 42 is vertically projected outward from the cylindrical portion 31 over the entire circumference of the four sides.
【0015】外枠40は長方形筒状の筒体41を備えて
いる。外枠40の筒体41は、内枠30の筒体31より
縦、横の寸法をわずかに小さく設定されている。外枠4
0の筒体41の深さ方向の後端には、図3に示すように
筒体41の外周とコンクリートとの間を伝わってくる雨
水が集合配管用建造物1の内部へ浸入するのを防ぐため
の鍔板42が、四つの辺の全周にわたって、筒体41か
ら垂直に外方へ向かって突設されている。この鍔板42
には、内枠30の取付け板33の複数の取付け穴33a
にそれぞれ合致するように複数の取付け穴42aが設け
られている。The outer frame 40 has a rectangular cylindrical body 41. The cylindrical body 41 of the outer frame 40 has slightly smaller vertical and horizontal dimensions than the cylindrical body 31 of the inner frame 30. Outer frame 4
At the rear end in the depth direction of the cylindrical body 41, the rainwater transmitted between the outer periphery of the cylindrical body 41 and the concrete as shown in FIG. A flange plate 42 for prevention is provided to project vertically outward from the cylindrical body 41 over the entire periphery of the four sides. This collar plate 42
Has a plurality of mounting holes 33a of the mounting plate 33 of the inner frame 30.
Are provided with a plurality of mounting holes 42a respectively.
【0016】さらに、鍔板42の外周には、図3に示す
ようにコンクリート打設時に下降してくる水分を遮断す
るための折曲げ縁部43が、四つの辺の全周にわたっ
て、鍔板から垂直に筒体41から離れる方向に設けられ
ている。Further, on the outer periphery of the flange plate 42, as shown in FIG. 3, a bent edge 43 for blocking moisture descending at the time of concrete casting is formed over the entire periphery of the four sides. And is provided in a direction perpendicular to and away from the cylindrical body 41.
【0017】筒体41の前端において、フードボックス
50の取付け枠51を取付けるための複数の長穴44a
を備えた縁板44が、四辺の全周にわたって、筒体41
から垂直に内方へ向かって突設されている。内枠30
は、筒体31の深さの異なる複数種類が予め作成されて
いる。At the front end of the cylindrical body 41, a plurality of long holes 44a for mounting the mounting frame 51 of the food box 50 are provided.
The edge plate 44 provided with the cylindrical body 41 over the entire periphery of the four sides.
It protrudes vertically from the inside. Inner frame 30
Are prepared in advance of a plurality of types having different depths of the cylindrical body 31.
【0018】従って、集合配管用建造物1をコンクリー
ト打設によって建造する際には、側壁部1aの壁厚に、
内枠30と外枠40とを連結した全体の厚さが一致する
ように、内枠30のうちの厚さが適合するものを選ん
で、内枠30の取付板33の各取付穴33a、33a、
…と外枠40の鍔板42の各取付穴42a、42a、…
とを合致させてビス60とナット61で連結し、内枠3
0の縁板32の各取付穴33a、33a、…において、
コンクリート打設用の仮枠パネル(図示せず)にビスと
ナットで固定して、コンクリートを打設して側壁部1a
に埋込むことによって、側壁部1aに埋込み型貫通スリ
ーブ20によって、集合配管用建造物1の内部から外部
へ冷媒管等を通すための配管用開口部2が形成される。Therefore, when constructing the collective piping structure 1 by casting concrete, the wall thickness of the side wall portion 1a must be reduced.
In order to match the total thickness of the inner frame 30 and the outer frame 40 connected to each other, the inner frame 30 is selected to have a suitable thickness, and the mounting holes 33a of the mounting plate 33 of the inner frame 30 are selected. 33a,
, And the respective mounting holes 42a, 42a of the flange plate 42 of the outer frame 40.
And are connected with the screw 60 and the nut 61, and the inner frame 3
In each of the mounting holes 33a, 33a,.
A concrete frame is fixed to a temporary frame panel (not shown) for placing concrete with screws and nuts, and concrete is cast to form a side wall 1a.
The piping opening 2 for passing a refrigerant pipe or the like from the inside to the outside of the collective piping building 1 is formed by the embedded type penetration sleeve 20 in the side wall 1a.
【0019】このように側壁部1aに埋設された貫通ス
リーブ20の外枠40の縁板44の複数の長穴44a
と、フードボックス50の取付枠51の取付け穴(図示
せず)と合致させて、ビス60とナット61で固定し
て、フードボックス50を配管用開口部2から外方へ突
出するように貫通スリーブ20の外側開口部に固定す
る。The plurality of elongated holes 44a of the edge plate 44 of the outer frame 40 of the penetrating sleeve 20 embedded in the side wall 1a as described above.
With the mounting holes (not shown) of the mounting frame 51 of the food box 50 and fixed with screws 60 and nuts 61 so that the food box 50 penetrates so as to protrude outward from the pipe opening 2. It is fixed to the outer opening of the sleeve 20.
【0020】そして、ビルの各フロアから集合配管用建
造物1内へ配管された冷媒管等5を埋込み型貫通スリー
ブ20からフードボックス50を通して屋上に設置した
ラック内に沿って配管し、屋上に設置した各室外機に冷
媒管等5を接続する。Then, the refrigerant pipes 5 and the like piped from each floor of the building into the collective pipe building 1 are piped from the embedded type penetration sleeve 20 through the hood box 50 to the inside of the rack installed on the roof, and the roof is mounted on the roof. A refrigerant pipe or the like 5 is connected to each installed outdoor unit.
【0021】なお、内枠30を深さの異なる複数の種類
に予め作成する代わりに、外枠40をその筒体41の深
さの異なる複数の種類を予め作成しておいてもよく、ま
た、両者共深さの異なる複数の種類を予め作成しておい
てもよい。また、鍔板42は外枠40の代わりに内枠3
0の方に設けてもよい。Instead of preparing the inner frame 30 in advance of a plurality of types having different depths, the outer frame 40 may prepare in advance a plurality of types of the cylindrical body 41 having different depths. Alternatively, a plurality of types having different depths may be created in advance. In addition, the flange plate 42 is replaced with the inner frame 3 instead of the outer frame 40.
0 may be provided.
【0022】以上説明したように本発明の集合配管用建
造物の埋込み型貫通スリーブは、組立式に接合する内枠
(30)と外枠(40)に分割構成され、前記内枠(3
0)が、四角形筒状の筒体(31)と、該筒体(31)
の一端側の端部全周から垂直内方へ一体的に突設された
縁板(32)と、該筒体(31)の前記縁板(32)と
反対側の端部全周から垂直外方へ一体的に突設され、複
数の取付穴(32a)を有する取付け板(33)を備
え、前記外枠(40)が、四角形筒状の筒体(41)
と、該筒体(41)の一端側の端部全周から垂直外方へ
一体的に前記内枠(30)の前記取付け板(33)より
大なる長さで突設され、前記内枠(30)の前記取付け
板(33)の前記複数の取付穴(33a)にそれぞれ合
致する複数の取付穴(42a)を有する鍔板(42)
と、該鍔板(42)の先端全周から垂直に外枠(40)
の前記筒体(41)と反対側へ一体的に突設された折曲
げ縁部(43)と、該筒体(41)の前記鍔板(42)
と反対側の端部全周から垂直内方へ一体的に突設された
縁板(44)とを備え、前記内枠(30)の前記取付け
板(33)と前記外枠(40)の前記鍔板(42)とを
前記各取付穴(33a)、(42a)が合致するように
突き合わせて連結して、前記集合配管用建造物の側壁部
の厚さに適合する厚さに、前記内枠(30)と前記外枠
(40)とを組合せるようにしているため、集合配管用
建造物1の配管用開口部2を設けるための側壁部1aの
厚さに応じて内枠30と外枠40とを組合せた厚さが側
壁部1aの厚さに一致するように選ぶことによって、側
壁部1aの厚さが施工現場ごとに異なっていても直ちに
対応することができ、納期を著しく短縮できる。また、
2つに分割されていて、重量も軽減され、厚さが薄くな
るから、ビル屋上などへの運搬も容易となる。As described above, the embedded type penetrating sleeve of the building for collective piping according to the present invention is divided into an inner frame (30) and an outer frame (40) which are joined in an assembling manner.
0) is a square tubular body (31) and the tubular body (31).
An edge plate (32) integrally projecting inward from the entire circumference of one end of the cylindrical body; and a vertical edge from the entire circumference of the end of the cylindrical body (31) opposite to the edge plate (32). A mounting plate (33) integrally projecting outwardly and having a plurality of mounting holes (32a), wherein the outer frame (40) is a rectangular cylindrical body (41);
And an outer periphery of one end of the cylindrical body (41), which is integrally and vertically protruded from the entire periphery of the end at a length greater than the mounting plate (33) of the inner frame (30). A flange plate (42) having a plurality of mounting holes (42a) respectively corresponding to the plurality of mounting holes (33a) of the mounting plate (33) of (30).
And an outer frame (40) vertically from the entire periphery of the tip of the collar plate (42).
A bent edge portion (43) integrally projecting to the opposite side of the cylindrical body (41), and the flange plate (42) of the cylindrical body (41).
And an edge plate (44) integrally protruded vertically inward from the entire periphery of the opposite end, and the mounting plate (33) of the inner frame (30) and the outer frame (40). The flange plate (42) is butt-connected so that the mounting holes (33a) and (42a) coincide with each other, and the thickness is adjusted to a thickness suitable for the thickness of the side wall of the collective piping building. Since the inner frame (30) and the outer frame (40) are combined, the inner frame 30 is formed according to the thickness of the side wall 1a for providing the pipe opening 2 of the collective pipe building 1. By selecting the thickness of the combination of the outer frame 40 and the outer frame 40 so as to match the thickness of the side wall 1a, it is possible to immediately respond even if the thickness of the side wall 1a is different for each construction site, It can be significantly shortened. Also,
Since it is divided into two parts, the weight is reduced and the thickness is reduced, so that it can be easily transported to a building rooftop or the like.
【0023】また、本発明では、内枠30は全周に垂直
外方へ一体的に突設された取付け板33を有し、外枠4
0は全周に垂直外方へ一体的に突設された鍔板42を有
し、さらに鍔板42の先端全周からは垂直方向に折曲げ
縁部43が一体的に突設されて、内枠30と外枠40と
を上下方向に曲げ突設された取付け板33と鍔板42と
を接合して固定具で固定した構造のため、外枠外周とコ
ンクリートとの間を伝わってくる雨水を鍔板42で遮断
して、集合配管用建造物内部への雨水の浸入を防ぐこと
ができる。Further, according to the present invention, the inner frame 30 has a mounting plate 33 which is integrally and vertically protruded outward in the entire periphery.
0 has a flange plate 42 integrally and vertically projecting outward from the entire periphery, and furthermore, a bent edge 43 is integrally projected from the entire periphery of the front end of the flange plate 42, The inner frame 30 and the outer frame 40 are bent in the vertical direction, and the mounting plate 33 and the flange plate 42 which are protruded and joined are fixed to each other by a fixing tool, so that the inner frame 30 and the outer frame 40 are transmitted between the outer frame outer periphery and the concrete. The rainwater can be blocked by the flange plate 42 to prevent rainwater from entering the inside of the collective piping structure.
【0024】また、本発明では、さらに鍔板42の先端
全周に水平方向に折曲げた折曲げ縁部43を設けている
ため、コンクリート打設時に下降してくる水分を折曲げ
縁部43で遮断するため、外枠及び内枠の内部への水分
の浸入を防ぐことができる。Further, in the present invention, since the bent edge 43 which is bent in the horizontal direction is provided on the entire periphery of the front end of the flange plate 42, the water which descends at the time of placing concrete is prevented from being bent. As a result, it is possible to prevent moisture from entering the inside of the outer frame and the inner frame.
【図1】本発明の一実施形態を示す斜視図FIG. 1 is a perspective view showing an embodiment of the present invention.
【図2】同実施形態の使用状態を示す断面図FIG. 2 is a sectional view showing a use state of the embodiment.
【図3】同実施形態の要部を示す断面図FIG. 3 is a sectional view showing a main part of the embodiment.
【図4】従来の貫通スリーブを示す斜視図FIG. 4 is a perspective view showing a conventional through sleeve.
【図5】従来の貫通スリーブの要部を示す断面図FIG. 5 is a cross-sectional view showing a main part of a conventional through sleeve.
1 集合配管用建造物 1a 側壁部 2 配管用開口部 5 冷媒管等 20 埋込み型貫通スリーブ 30 内枠 31 筒体 40 外枠 41 筒体 42 鍔板 43 折曲げ縁部 50 フードボックス DESCRIPTION OF SYMBOLS 1 Building for collective piping 1a Side wall part 2 Piping opening 5 Refrigerant pipe etc. 20 Embedded type penetration sleeve 30 Inner frame 31 Cylindrical body 40 Outer frame 41 Cylindrical body 42 Flange plate 43 Bending edge 50 Food box
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) F16L 57/00 E04F 17/08 ──────────────────────────────────────────────────続 き Continued on front page (58) Field surveyed (Int. Cl. 7 , DB name) F16L 57/00 E04F 17/08
Claims (1)
管用開口部を構成する埋込み型貫通スリーブであって、 前記埋込み型貫通スリーブが組立式に接合する内枠(3
0)と外枠(40)に分割構成され、前記内枠(30)が、四角形筒状の筒体(31)と、該
筒体(31)の一端側の端部全周から垂直内方へ一体的
に突設された縁板(32)と、該筒体(31)の前記縁
板(32)と反対側の端部全周から垂直外方へ一体的に
突設され、複数の取付穴(32a)を有する取付け板
(33)を備え、 前記外枠(40)が、四角形筒状の筒体(41)と、該
筒体(41)の一端側の端部全周から垂直外方へ一体的
に前記内枠(30)の前記取付け板(33)より大なる
長さで突設され、前記内枠(30)の前記取付け板(3
3)の前記複数の取付穴(33a)にそれぞれ合致する
複数の取付穴(42a)を有する鍔板(42)と、該鍔
板(42)の先端全周から垂直に外枠(40)の前記筒
体(41)と反対側へ一体的に突設された折曲げ縁部
(43)と、該筒体(41)の前記鍔板(42)と反対
側の端部全周から垂直内方へ一体的に突設された縁板
(44)とを備え、 前記内枠(30)の前記取付け板(33)と前記外枠
(40)の前記鍔板(42)とを前記各取付穴(33
a)、(42a)が合致するように突き合わせて連結し
て、前記集合配管用建造物の 側壁部の厚さに適合する厚
さに、前記内枠(30)と前記外枠(40)とを組合せ
るようにしたことを特徴とする集合配管用建造物の埋込
み型貫通スリーブ。1. A buried pipe for a building for collective piping.
An embedded through-sleeve constituting a pipe opening, wherein the embedded through-sleeve is assembled.JoinThe inner frame(3
0)And outer frame(40)Divided intoThe inner frame (30) comprises a square tubular body (31),
Integral vertically inward from the entire circumference of one end of the cylindrical body (31)
An edge plate (32) protruding from the cylindrical body (31);
From the entire periphery of the end opposite to the plate (32) to the outside vertically
Mounting plate protruding and having a plurality of mounting holes (32a)
(33) The outer frame (40) includes a square tubular body (41),
One end of the cylindrical body (41) is integrated vertically outward from the entire circumference.
Larger than the mounting plate (33) of the inner frame (30).
The mounting plate (3) of the inner frame (30).
3) matching the plurality of mounting holes (33a).
A flange plate (42) having a plurality of mounting holes (42a);
The cylinder of the outer frame (40) vertically from the entire periphery of the tip of the plate (42);
Folded edge integrally projecting to the opposite side of the body (41)
(43) and opposite to the flange plate (42) of the cylindrical body (41).
Edge plate integrally projecting vertically inward from the entire periphery of the side end
(44) The mounting plate (33) of the inner frame (30) and the outer frame
(40) and the flange plate (42) and the mounting holes (33).
a) and (42a) are connected so that they match
Of the collective piping building Thickness suitable for side wall thickness
Well,SaidThe inner frame(30)WhenSaidOuter frame(40)Combine with
Embedding of a building for collective piping characterized by having
Only type through sleeve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9144630A JP3052196B2 (en) | 1997-05-19 | 1997-05-19 | Embedded type penetration sleeve of building for collective piping |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9144630A JP3052196B2 (en) | 1997-05-19 | 1997-05-19 | Embedded type penetration sleeve of building for collective piping |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10318482A JPH10318482A (en) | 1998-12-04 |
| JP3052196B2 true JP3052196B2 (en) | 2000-06-12 |
Family
ID=15366521
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9144630A Expired - Fee Related JP3052196B2 (en) | 1997-05-19 | 1997-05-19 | Embedded type penetration sleeve of building for collective piping |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3052196B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008127797A (en) * | 2006-11-17 | 2008-06-05 | Burest Kogyo Kenkyusho Co Ltd | Rooftop installed hood box |
| JP7398023B1 (en) * | 2023-07-04 | 2023-12-13 | 鹿島建設株式会社 | rooftop duct structure |
-
1997
- 1997-05-19 JP JP9144630A patent/JP3052196B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH10318482A (en) | 1998-12-04 |
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