KR100345805B1 - Drain pipe of composite resin - Google Patents
Drain pipe of composite resin Download PDFInfo
- Publication number
- KR100345805B1 KR100345805B1 KR1019930024685A KR930024685A KR100345805B1 KR 100345805 B1 KR100345805 B1 KR 100345805B1 KR 1019930024685 A KR1019930024685 A KR 1019930024685A KR 930024685 A KR930024685 A KR 930024685A KR 100345805 B1 KR100345805 B1 KR 100345805B1
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- KR
- South Korea
- Prior art keywords
- drainage pipe
- pipe
- present
- tube
- cement mortar
- 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 - Lifetime
Links
- 239000000805 composite resin Substances 0.000 title 1
- 239000011083 cement mortar Substances 0.000 claims abstract description 25
- 230000002787 reinforcement Effects 0.000 claims abstract description 22
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 13
- 239000000057 synthetic resin Substances 0.000 claims abstract description 13
- 239000004570 mortar (masonry) Substances 0.000 claims description 2
- 238000004804 winding Methods 0.000 claims description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 19
- 230000003014 reinforcing effect Effects 0.000 abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 2
- 239000004088 foaming agent Substances 0.000 abstract description 2
- 210000004185 liver Anatomy 0.000 abstract description 2
- 239000006260 foam Substances 0.000 abstract 2
- 239000000203 mixture Substances 0.000 abstract 2
- 239000004568 cement Substances 0.000 abstract 1
- 239000002689 soil Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 239000002390 adhesive tape Substances 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 239000003651 drinking water Substances 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000003517 fume Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29D—PRODUCING PARTICULAR ARTICLES FROM PLASTICS OR FROM SUBSTANCES IN A PLASTIC STATE
- B29D23/00—Producing tubular articles
- B29D23/001—Pipes; Pipe joints
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
- Sink And Installation For Waste Water (AREA)
Abstract
본 발명은 종래의 합성수지제 배수로관을 접속시킬 때나 접속시킨 후에 나타났던 여러 가지 문제점 등을 해결 보완하기 위하여 안출된 것으로서, 내측관과 외측관의 사이로 수직보강대를 형성시키고 있는 합성수지제 배수로관의 외축관으로 형성되는 투입구를 장공형 투입구, 사각 투입구, 개구형 투입구 원형 투입구, 개방형 투입구, 'T'형 투입구 등으로 천공한 뒤, 이에 시멘트 몰탈을 투입시켜 관과 관의 접속부위를 시멘트 몰탈에 의해 봉쇄함으로써 본 발명의 일차적인 목적을 달성할 수 있는 것이며, 상기의 투입구로 보강철심과 지지용 철심 등을 삽입시킨 뒤, 시멘트 몰탈을 타설함으로써 더욱 견고한 접속을 얻을 수 있는 것이며, 특히 본 발명의 배수로간을 일자상으로 접속시키는 것은 물론이고 'T'형으로 배수로관을 접속시킬 때에도 동일한 방법에 의해 시공을 하면 본 발명의 두 번째 목적을 달성할 수있는 것이며, 수밀부재의 사용을 편리하게 하기 위하여 수밀부재인 튜브의 내부로물과 발포제를 넣어서 집게에 의해 이들이 섞이지 않도록 하고, 사용시에는 집게를분리하면 자동적으로 섞일 수 있도록 하거나, 튜브의 내부로 별도의 발포제통을 넣어서 이 발포제통 내의 발포제가 흘러나와 튜브내의 물과 혼합할 수 있도록 된 합성수지제 배수로관을 제공한다.The present invention has been made in order to solve the various problems and the like appeared when connecting or connecting the conventional synthetic resin drainage pipe, the outside of the synthetic resin drainage pipe forming a vertical reinforcement between the inner tube and the outer tube The hole formed by the shaft pipe is drilled into a slotted hole, square hole, opening hole, circular hole, open hole, 'T' type hole, etc., and then cement mortar is added to the connection part between the pipe and the pipe by cement mortar. It is possible to achieve the primary object of the present invention by blockade, and to insert a reinforcing iron core and a supporting iron core into the inlet, and then to cement cement mortar to obtain a more robust connection, in particular the drainage of the present invention In addition to connecting the liver in a straight line, the same applies when connecting the drainage pipe in the 'T' type. Construction by the law can achieve the second object of the present invention, in order to facilitate the use of the watertight member to put water and foaming agent into the tube of the watertight member so that they do not mix by forceps, when used When the tongs are removed, they can be automatically mixed, or a separate foam container can be put inside the tube to provide a synthetic resin drainage pipe that can flow out of the foam and mix with water in the tube.
Description
본 발명은 배수로관에 관한 것으로서, 특히 배수로관의 내,외측관 사이로 보강을 목적으로 설치되어지는 수평, 수직 파형보강대를 형성하고 있는 합성수지제 배수로관을 상대방과의 배수로관과 접속하는데 있어서, 외측관의 요소요소에 투입구를 형성시킨 뒤, 이에 시멘트 몰탈을 투입시켜 양생시킴으로써 확고한 접속방법을 얻을 수 있는 동시에, 상황에 따라서는 상기의 투입구로 보강철심을 삽입시킨 뒤 시멘트 몰탈을 투입함으로써 매우 튼튼하고 접속부위의 누수발생을 억제할 수있고, 또한 배수로관을 직선상으로 접속시키는 것은 물론이고, 시공여건에 따라서는 'T' 형상으로 용이하게 배수로관을 접속시킬 수 있는 것이어서 수밀성과 견고성 등을 향상시킬 수 있도록 한 합성수지제 배수로관에 관한 것이다.The present invention relates to a drainage pipe, and in particular, in connecting a drainage pipe made of a synthetic resin with a drainage pipe with a counterpart to form a horizontal and vertical corrugated reinforcement bar provided for reinforcement between inner and outer pipes of the drainage pipe. After forming the inlet on the element of the pipe, cement mortar is added to cure it to obtain a firm connection method.In some cases, the cement mortar is added after the reinforcing iron core is inserted into the inlet. It is possible to suppress the occurrence of water leakage at the connection part, and to connect the drainage pipe in a straight line, and to easily connect the drainage pipe in the 'T' shape depending on the construction conditions, thereby improving watertightness and robustness. The present invention relates to a synthetic resin drain pipe.
종래의 배수로관으로 사용되는 합성수지 나선관이나 흄관인 경우, 별도의 연결소켓이나 슬리브를 사용하였기 때문에 견고성이 취약하여 파손되는 일이 많았으며, 배수로관 주위의 토양 여건에 따라 작업 조건이 매우 까다롭고 급기야는 작업조건이 변경되는 등의 문제점을 가지고 있었다.In the case of synthetic resin spiral pipes or fume pipes used as conventional drainage pipes, separate connection sockets or sleeves are used, so they are often damaged due to their poor rigidity, and the working conditions are very difficult depending on the soil conditions around the drainage pipes. Air supply had problems such as changing working conditions.
특히, 토양에 배수로관의 연결조립상태가 완벽하지 못한 경우에는 작은 양의누수가 계속되는 경우라도 토양의 강도가 매우 취약하게 되어 자체 중량을 못이긴배수로 관로가 이탈되는 등의 문제점도 가지고 있는 것이다.In particular, if the connection assembly state of the drainage pipe in the soil is not perfect, even if a small amount of leakage continues, the strength of the soil is very weak, there is also a problem such as the drainage of the pipeline to the drainage that could not weigh itself.
이상과 같은 문제점에 의해 지하생수의 오염이 가중되어 완전한 식수로의 사용이 불가능하게 되며, 지하수가 역으로 유입되어 버리는 등의 문제점등을 초래하였다.Due to the problems described above, the contamination of underground water is aggravated and it is impossible to use it as a complete drinking water, resulting in problems such as groundwater flowing into the station.
이러한 종래의 문제점 등을 해결 보완하기 위한 본 발명의 목적은, 지반자체의 하중에 대응할 수 있고, 외부의 이동하중이나 일시적인 충격하중 등에 접속부위가 파손되거나 이탈되는 등의 문제점을 방지하고, 연결부위간의 수밀유지를 완벽하게 유지할 수 있도록 하며, 배수로관을 접속시에 소켓과 합성수지제 배수로관 사이로 삽입되어지는 수밀부재의 사용을 매우 신속하고 편리하게 할 수 있도록 한 합성수지제 배수로관을 제공하는 것을 그 목적으로 한다.The object of the present invention for solving the conventional problems and the like is to cope with the load of the ground itself, to prevent problems such as breakage or detachment of the connection site, such as external moving load or temporary impact load, and the connection site It is to provide a synthetic resin drainage pipe which makes it possible to maintain the watertightness of the liver perfectly, and to make the use of the watertight member inserted between the socket and the synthetic resin drainage pipe very quickly and conveniently when the drainage pipe is connected. The purpose.
상기의 목적을 달성하기 위하여 본 발명은 내측관과 외측관의 사이로 수평,수직 보강대를 형성시키고 있는 합성수지제 배수로관의 외측관으로 형성되는 투입구를, 장공형 투입구, 사각 투입구, 개구형 투입구, 원형 투입구, 개방형 투입구, 'T'형 투입구 등으로 천공한 뒤 이에 시멘트 몰탈을 투입시켜 관과 관의 접속부위를 시멘트 몰탈에 의해 봉쇄함으로써 본 발명의 일차적인 목적을 달성할 수 있는 것이며, 더 나아가서는 상기의 투입구로 보강철심과 지지용 철심 등을 삽입시킨 뒤, 시멘트 몰탈을 타설함으로써 더욱 견고한 접속을 얻을 수 있는 것이며, 특히 본 발명의 배수로간을 일자상으로 접속시키는 것은 물론이고 'T'형으로 배수로관을 접속시킬 때에도 동일한 방법에 의해 시공할 수 있는 것이다.In order to achieve the above object, the present invention is an inlet formed by the outer tube of the synthetic resin drainage pipe forming a horizontal, vertical reinforcing bar between the inner tube and the outer tube, the long hole type inlet, square inlet, opening inlet, circular The first object of the present invention can be achieved by puncturing with an inlet, an open inlet, a 'T' inlet, and then adding cement mortar to the confinement of the tube and the tube with cement mortar. After inserting the reinforcing iron core and the supporting iron core into the inlet, it is possible to obtain a more solid connection by pouring cement mortar, and in particular to connect the drainage channels of the present invention in a straight line as a 'T' type. The same method can be used to connect the drainage pipes.
도 1은 본 발명의 배수로관에 투입공이 형성되고 철심이 내장된 상태의 일부절개 사시도.1 is a perspective view of a partially cut in the insertion hole is formed in the drainage pipe of the present invention and the iron core is built.
도 2는 본 발명 도 1의에서 시멘트 몰탈이 투입된 상태의 일부 절개 단면도.Figure 2 is a partial cutaway cross-sectional view of the cement mortar in the present invention of Figure 1;
도 3은 본 발명의 요부인 수평파형지지대와 연결부위에 투입구를 형성한 상태의 사시도.Figure 3 is a perspective view of a state in which the inlet is formed in the horizontal waveform support and the connecting portion of the main portion of the present invention.
도 4는 제 3도에서 수직파형지지대와 연결부위에 개구형 투입구를 형성한 상태의 사시도.Figure 4 is a perspective view of a state in which the opening type opening is formed in the vertical wave support and the connecting portion in FIG.
도 5는 제 4도에서 외벽면에 보강라운드를 형성한 상태의 일부 단면도.5 is a partial cross-sectional view of a state in which a reinforcement round is formed on the outer wall in FIG.
도 6은 제 3도에서 원형 투입구와 이를 통해 시맨트 몰탈이 투입된 상태를 보인 일부 절개 사시도.FIG. 6 is a partially cutaway perspective view illustrating a circular inlet and semantic mortar in the third inlet; FIG.
도 7은 본 발명 배수로관의 일측에 개방형 투입구를 형성한 상태의 일부 절개 사시도.Figure 7 is a partially cut perspective view of a state in which an open inlet is formed on one side of the drainage pipe of the present invention.
도 8은 본 발명의 배수로관 내부로 삽입되어지는 철심의 사시도.Figure 8 is a perspective view of the iron core is inserted into the drainage pipe of the present invention.
도 9는 본 발명 도 8의 사용상태를 나타낸 횡단면도.9 is a cross-sectional view showing a state of use of the present invention Figure 8;
도 10은 본 발명 도 1의 다른 실시예에 따른 일부 절개 사시도.Figure 10 is a partially cutaway perspective view according to another embodiment of the present invention Figure 1;
도 11은 본 발명의 실시예에 따라 배수로관 내부로 띠판이 형성된 상태를 나타낸 사시도.11 is a perspective view showing a state in which a band plate is formed in the drainage pipe according to an embodiment of the present invention.
도 12는 본 발명 도 11의 사용상태를 나타낸 일부 절개 사시도.12 is a partial cutaway perspective view showing a state of use of the present invention Figure 11;
도 13a은 본 발명의 다른 실시예를 보인 일부 절개 사시도.Figure 13a is a partially cut away perspective view showing another embodiment of the present invention.
* 도면의 주요 부분에 대한 부호의 설명* Explanation of symbols for the main parts of the drawings
1 : 배수로관6 : 장공형 투입구7 : 보강철심DESCRIPTION OF SYMBOLS 1 Drain pipe 6: Long hole type | mold 7: Reinforcement iron core
8 : 수평 파형보강대9 : 사각 투입구10 : 수직 파형보강대8: horizontal wave reinforcement bar 9: square slot 10: vertical wave reinforcement bar
11 : 개구형 투입구12 : 보강 라운드13 : 원형 투입구11 opening type opening 12 reinforcement round 13 round opening
14 : 개방형 투입구 15 : 지지용 철심16 : 보강철심14 open type opening 15 support iron core 16 reinforcing iron core
17 : 연결철사 18 : 거푸집19 : 시멘트 몰탈17: connecting wire 18: formwork 19: cement mortar
20 : 지지용 철심 21 : 연결끈22 : 띠판20: iron core for support 21: connecting string 22: strip
23 : 배수로관 34 : 분기관35 : 투입구23: drainage pipe 34: branch pipe 35: inlet
이하, 첨부된 도면에 의해 본 발명을 실시예별로 상세히 설명하기로 한다.Hereinafter, exemplary embodiments will be described in detail with reference to the accompanying drawings.
[실시예 1.]Example 1.
도 1은 본 발명의 배수로관에 투입공이 형성되고 철심이 내장된 상태의 사시도이고, 도 2는 본 발명 도 1의 일부 단면도로서, 배수로관(1)의 외측관에는 여러개의 장공형 투입구(6)를 천공하였기 때문에 이 장공형 투입구(6)를 통하여 원형상의 보강철심(7) 및 반원형상의 보강철심(7)을 삽입할 수 있게 되고, 칠심(7)이 내장된 상태에서 시멘트 몰탈(19)을 투입하여 양생시키면 견고하고 수밀성이 높은 이음부를 얻을 수 있게 된다.1 is a perspective view of a state in which the input hole is formed in the drainage pipe of the present invention and the iron core is embedded, and FIG. 2 is a partial cross-sectional view of the present invention in FIG. 1. ), The circular reinforcement core (7) and the semi-circular reinforcement core (7) can be inserted through the long hole inlet (6), and the cement mortar (19) with the fill core (7) embedded therein. If you cure by adding the hardened and high watertight joint can be obtained.
[실시예 2.]Example 2.
도 3, 4, 5는 본 발명의 배수로관에 형성되는 여러 종류의 투입공을 나타낸사시도 및 내측관과 외측관 사이의 공간에 시멘트 몰탈(19)을 투입할 경우 시멘트몰탈(19)의 비중이 높아 무거우며 또 배수로관의 내측 공간에서 하측부위로 흐를때외측관의 견고성이 요구되므로 단면이 파형 구조를 가진 보강 라운드(12)를 형성한 상태를 도시한 것이고, 도 6 및 도 7은 본 발명의 배수로관에 시멘트 몰탈(19)을 투입할 경우 외측관을 지지하면서 간헐적으로 원형상의 투입공을 구성한 것이며, 또 도 7 및 도 8에 도시된 바와 같이 본 발명의 요부인 보강철심(16)을 지지용 철심(15)에 연결철사(17)로 조립한 후 개방형 투입구(14)에 시멘트 몰탈(19)을 투입하는 작업이 용이하도록 거푸집(18)으로 조립한 상태를 나타낸 것이다.3, 4, 5 is a perspective view showing the various types of input holes formed in the drainage pipe of the present invention and when the cement mortar 19 is injected into the space between the inner tube and the outer tube is the specific gravity of the cement mortar (19) High and heavy and because the rigidity of the outer pipe is required when flowing from the inner space of the drainage pipe to the lower portion, the cross-sectional view showing a state of forming a reinforcement round 12 having a corrugated structure, Figure 6 and Figure 7 the present invention When the cement mortar 19 is introduced into the drainage pipe of the supporter, the circular injection hole is formed intermittently while supporting the outer pipe, and as shown in FIGS. 7 and 8, the reinforcing iron core 16, which is a main part of the present invention, is provided. After assembling the connecting wire 17 to the support iron core 15 shows the state assembled with the formwork 18 to facilitate the operation of injecting the cement mortar 19 into the open type inlet (14).
상기와 같은 배수로관(1)을 직선상으로 접속할 때에는 배수로관(1)과 배수로관(1)을 서로 맞댄 상태에서 접경부위에 접착테이프를 부착하여 접속틈새를 막은 다음, 배수로관(1)의 외면에 형성된 사각 투입구(9)나 개구형 투입구(11) 그리고,원형 투입구(13)나 개방형 투입구(14)로 시멘트 몰탈(19)을 투입시켜서 접속을 시킬 수 있다. 그러나, 접속부위의 강도유지를 위하여 이동하중이나 집중하중이 많이미치는 지역의 배수로관(1)을 접속할 때에는 도 8과 같은 철골을 삽입시켜서 시멘트 몰탈(19)과 함께 타설하는 것이 더욱 바람직하다.When connecting the drainage pipe 1 as described above in a straight line, the adhesive tape is attached to the abutment part while the drainage pipe 1 and the drainage pipe 1 are brought into contact with each other to close the connection gap, and then The cement mortar 19 can be connected to the rectangular inlet opening 9 or the opening inlet 11 formed on the outer surface, and the circular inlet opening 13 or the open inlet 14 to be connected. However, in order to maintain the strength of the connecting portion, when connecting the drainage pipe 1 in an area where the moving load or the concentrated load is large, it is more preferable to insert the steel frame as shown in FIG. 8 and place the cement mortar 19 together.
즉, 본 발명의 외측관에 형성되어 있는 투입구(9)(11)(13)(14)로 원호형 보강철심(16)을 삽입시키고, 상기 원호형 보강철심(16)에는 지지용 철심(15)을 연결철사(17)에 의해 결속을 시킨다. 이때, 지지용 철심(15)은 배수로관(1)의 외측관과접촉을 하면서 밀착상태를 유지하게 된다. 따라서 보강철심(16)은 도 9와 같이 수직 파형보강대(10) 사이나 수평 파형보강대(8)의 사이사이에 정확하게 위치되는 것이고, 이어서 시멘트 몰탈의 투입에 의해 접속부위가 메워지면 견고한 접속이 이루어지는 것이다.That is, the arc-shaped reinforcing iron core 16 is inserted into the inlets 9, 11, 13, and 14 formed in the outer tube of the present invention, and the supporting iron core 15 is inserted into the arc-shaped reinforcing iron core 16. ) Is bound by the connecting wire (17). At this time, the support iron core 15 is in contact with the outer tube of the drainage pipe (1) to maintain a close state. Therefore, the reinforcing iron core 16 is exactly positioned between the vertical corrugated reinforcing bar 10 or between the horizontal corrugated reinforcing bar 8 as shown in FIG. 9, and then a solid connection is made when the connection part is filled by the injection of cement mortar. will be.
그리고 수직 파형보강대(10)가 결합되어 있는 배수로관(1)의 외측관에 도 5에 도시한 것과 같이 보강라운드(12)를 주면 수직 파형보강대(10)와 함께 시멘트 몰탈(19)을 타설할 때 강력한 보강역할을 할 수 있도록 배려된 것이다.Then, when the reinforcement round 12 is provided to the outer tube of the drainage pipe 1 to which the vertical corrugated reinforcement 10 is coupled, as shown in FIG. 5, cement mortar 19 may be poured together with the vertical corrugated reinforcement 10. It is considered to be a powerful reinforcement role.
한편, 도 10은 상기한 바와 동일하지만 철사(17) 대신에 연결끈(21)을 사용한 것이 상이한 점이다.On the other hand, FIG. 10 is the same as described above, but using the connecting string 21 instead of the wire 17 is different.
[실시예 3.]Example 3.
도 11은 본 발명의 배수로관 내부로 띠판이 형성된 상태를 나타낸 사시도이고, 도 12는 본 발명 도 11에 도시한 배수로관을 연결부위에서 실시되는 단면도로서, 배수로관(1)의 내부에는 수평 파형보강대(8)의 볼록부위에 따라 나선권회 방향으로 권취되어 있다.11 is a perspective view showing a state in which a band plate is formed in the drainage pipe of the present invention, Figure 12 is a cross-sectional view of the drainage pipe shown in FIG. It is wound in the direction of spiral winding according to the convex part of (8).
이 수평 파형보강대(8)의 내측 방향으로 볼록부위에는 띠판(22)이 부착된 구성인 바, 수평 파형보강대(8)가 일정각도로 절곡된 상태를 유지하면서 결합되기 때문에 탁월한 보강효과를 얻을 수 있게 되고, 특히 상기의 띠판(22)에 의해 배수로관(23)을 이음할 때, 이 배수로관(23)들의 나선권회된 ㅅ평 파형보강대(8) 사이사이의 공간에 직접 시멘트 몰탈(19)이 배수로관(23) 외측면에 직접 결합되므로 견고한 결합이 매우 양호하게 되며 보강대 역할도 할 수 있는 것이다.Since the convex portion in the convex portion in the inner direction of the horizontal corrugated reinforcement table 8 is provided with a band plate 22, the horizontal corrugated reinforcement table 8 is combined while maintaining a bent angle at an angle to obtain an excellent reinforcing effect. In particular, when the drainage pipe 23 is jointed by the band plate 22, the cement mortar 19 is directly in the space between the spiral wound corrugated reinforcing bars 8 of the drainage pipes 23. Since it is directly coupled to the outer side of the drainage pipe 23, the firm coupling is very good and can also serve as a reinforcement.
또한 배수로관(1)의 외측면에 천공된 원형 투입구(13)에는 시멘트 몰탈(19)이나 우레탄발포제와 같은 충진제 등을 충진시킬 수 있는 것이어서, 보강효과는 물론 수밀 효과와 이음부위의 내압성을 향상시킬 수 있는 것이다.In addition, the circular inlet 13 perforated on the outer surface of the drainage pipe 1 can be filled with a filler such as cement mortar 19 or urethane foaming agent, thereby improving the watertightness effect and the pressure resistance of the joint area as well as the reinforcing effect. It can be done.
[실시예 4.]Example 4.
본 발명은 배수로관(1)을 직선상으로 연결시킬 때 주로 사용되지만 때로는 "T"형상으로 관을 부가하여 접속시킬 때도 있다. 본 실시예에서는 배수로관(1)을 "T"형상으로 접속할 때를 예로 설명하기로 한다.The present invention is mainly used when connecting the drainage pipe 1 in a straight line, but sometimes it is sometimes connected by adding a pipe in a "T" shape. In the present embodiment, a case in which the drain pipe 1 is connected in a "T" shape will be described as an example.
먼저 도 13에 도시된 바와 같이 수직파형 보강대(10)를 중앙에 결합하고 있는 외측관과 내측관으로 "T"형 접속을 할 때에는 배수로관(1)의 외측관과 내측관에삽입공을 천공하고 접속되어지는 분기관(34)은 내측관이 외측관보다 돌출되도록 한뒤, 배수로관(1)의 내측관에는 분기관(34)의 내측관을 삽입하면서 배수로관(1)의 외측관에는 분기관(34)의 외측관을 동시에 삽입한 다음, 서로의 외측관에 절결형성되어 있는 "T"형 투입구(35)로 시멘트 몰탈(19)을 투입시키면 견고한 접속부위를 만들 수 있게 된다.First, as shown in FIG. 13, when the "T" type connection is made between the outer tube and the inner tube that couple the vertical wave reinforcement 10 to the center, an insertion hole is drilled into the outer tube and the inner tube of the drainage pipe 1. And the branch pipe 34 to be connected is made to protrude from the outer pipe, and then the inner pipe of the drain pipe 1 is inserted into the outer pipe of the drain pipe 1 while inserting the inner pipe of the branch pipe 34. By inserting the outer tube of the engine 34 at the same time, and then inserting the cement mortar 19 into the "T" type inlet 35 is formed in the outer tube of each other it is possible to make a firm connection.
이와 같이 된 본 발명은 직선상의 배수로관 접속은 물론이고, 'T'형의 관접속을 용이하게 본 발명으로 처리할 수 있는 것이며, 시멘트 몰탈과 철골에 의한 접속이므로 강도가 높아 견고한 상태를 유지할 수 있기 때문에 외부의 이동하중이나집중하중을 극복할 수 있는 것이며, 시멘트 몰탈에 의한 접경부위의 봉쇄가 이루어지기 때문에 수밀 유지가 완벽에 가깝도록 유지될 수 있는 것이며, 특히 합성수지제 배수로관의 접속부위에 결합되어지는 수밀부재 등을 신속하고 편리하게 사용할수 있는 것이므로 능률적이고 정확한 작업을 할 수 있는 유용한 효과를 갖는다.The present invention as described above can be easily handled by the present invention, as well as a straight drainage pipe connection, the connection of the 'T' type, it is a connection by cement mortar and steel frame, high strength can maintain a solid state Because of this, it is possible to overcome external mobile loads and concentrated loads, and because the sealing of the bordered part by cement mortar is made, it is possible to maintain the watertightness close to perfection, especially at the connection part of the synthetic resin drainage pipe. Since the watertight member to be combined can be used quickly and conveniently, it has a useful effect for efficient and accurate work.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019930024685A KR100345805B1 (en) | 1993-11-19 | 1993-11-19 | Drain pipe of composite resin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019930024685A KR100345805B1 (en) | 1993-11-19 | 1993-11-19 | Drain pipe of composite resin |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020010043623A Division KR100330567B1 (en) | 2001-07-19 | 2001-07-19 | Spiral tube with spiral reinforcement at the junction |
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| Publication Number | Publication Date |
|---|---|
| KR950014646A KR950014646A (en) | 1995-06-16 |
| KR100345805B1 true KR100345805B1 (en) | 2002-11-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| KR1019930024685A Expired - Lifetime KR100345805B1 (en) | 1993-11-19 | 1993-11-19 | Drain pipe of composite resin |
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| KR (1) | KR100345805B1 (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| KR100419384B1 (en) * | 2000-12-23 | 2004-03-04 | 씨엠엔지니어링(주) | Repair and reinforcement device for drainage pipe |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR870003753Y1 (en) * | 1984-07-06 | 1987-10-23 | 이주형 | Rigid connection pipe of synthetic resin wave pipe |
| KR920015299U (en) * | 1991-01-14 | 1992-08-17 | 민병이 | High strength spiral tube |
| KR930002808A (en) * | 1991-07-09 | 1993-02-23 | 박원희 | Plasma chemical vapor deposition temperature measuring device for manufacturing tungsten thin film |
| KR950001167A (en) * | 1993-06-30 | 1995-01-03 | 민병이 | Connection method of drainage pipe made of synthetic resin |
-
1993
- 1993-11-19 KR KR1019930024685A patent/KR100345805B1/en not_active Expired - Lifetime
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR870003753Y1 (en) * | 1984-07-06 | 1987-10-23 | 이주형 | Rigid connection pipe of synthetic resin wave pipe |
| KR920015299U (en) * | 1991-01-14 | 1992-08-17 | 민병이 | High strength spiral tube |
| KR930002808A (en) * | 1991-07-09 | 1993-02-23 | 박원희 | Plasma chemical vapor deposition temperature measuring device for manufacturing tungsten thin film |
| KR950001167A (en) * | 1993-06-30 | 1995-01-03 | 민병이 | Connection method of drainage pipe made of synthetic resin |
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| KR950014646A (en) | 1995-06-16 |
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