KR950001167A - Connection method of drainage pipe made of synthetic resin - Google Patents

Connection method of drainage pipe made of synthetic resin Download PDF

Info

Publication number
KR950001167A
KR950001167A KR1019930012049A KR930012049A KR950001167A KR 950001167 A KR950001167 A KR 950001167A KR 1019930012049 A KR1019930012049 A KR 1019930012049A KR 930012049 A KR930012049 A KR 930012049A KR 950001167 A KR950001167 A KR 950001167A
Authority
KR
South Korea
Prior art keywords
pipe
drainage pipe
cement mortar
synthetic resin
inlet
Prior art date
Application number
KR1019930012049A
Other languages
Korean (ko)
Other versions
KR100328473B1 (en
Inventor
민병이
Original Assignee
민병이
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 민병이 filed Critical 민병이
Priority to KR1019930012049A priority Critical patent/KR100328473B1/en
Publication of KR950001167A publication Critical patent/KR950001167A/en
Application granted granted Critical
Publication of KR100328473B1 publication Critical patent/KR100328473B1/en

Links

Classifications

    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L5/00—Apparatus for, or methods of, measuring force, work, mechanical power, or torque, specially adapted for specific purposes
    • G01L5/24—Apparatus for, or methods of, measuring force, work, mechanical power, or torque, specially adapted for specific purposes for determining value of torque or twisting moment for tightening a nut or other member which is similarly stressed
    • 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
    • F16L33/00—Arrangements for connecting hoses to rigid members; Rigid hose connectors, i.e. single members engaging both hoses
    • F16L33/02—Hose-clips

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Sink And Installation For Waste Water (AREA)
  • Sewage (AREA)

Abstract

본 발명은 종래의 합성쉬제 배수로관을 접속시킬 때나 접속시킨 후에 나타났던 여러가지 문제점 등을 해결 보완하기 위하여 안출된 것으로서, 내측관과 외측관 사이로 수평형, 수직형 보강대를 형성하고 있는 합성수지제 배수로관의 외측관의 양측부위에 연결용 시멘트 몰탈 투입구를 구멍형상이나 장방형상으로 천공한 뒤, 이에 시멘트 몰탈을 투입시켜 관과 관의 접속부위를 시멘트 몰탈에 의해 봉쇄함으로써 본 발명의 일차적인 목적을 달성할 수 있게 되고, 더 나아가서는 상기의 투입구로 철근골조를 삽입시킨뒤 시멘트 몰탈을 타설함으로써 더욱 견고한 접속을 얻을 수 있는 것이며, 특히 본 발명은 배수로관을 일자상으로 접속시키는 것은 물론이고 티이형으로 배수로관을 접속시킬 때에도 동일한 방법에 의해 시공을 하면 되는 것인바, 강도가 높아 견고한 상태를 유지할 수 있기 때문에 외부의 이동하중이나 집중하중을 극복할 수 있고, 수밀유지가 완벽에 가깝도록 유지될 수 있는 합성수지제 배수로관의 접속방법을 제공한다.The present invention has been made to solve the various problems that appeared when connecting or after connecting the conventional synthetic sewage drainage pipe, the synthetic resin drainage pipe forming a horizontal, vertical reinforcement between the inner pipe and the outer pipe The primary purpose of the present invention is achieved by drilling a cement mortar inlet for connection into both sides of the outer tube of the hole in a hole shape or a rectangular shape, and then inserting the mortar into the cement mortar to block the connection between the tube and the tube by cement mortar. It is possible to, and furthermore, by inserting the reinforcing frame into the inlet of the above and then cement mortar can be obtained a more solid connection, in particular the present invention, as well as connecting the drainage pipe in a straight line as a tee type When the drainage pipe is connected, the construction should be carried out by the same method. O can be maintained for a solid state, and can overcome the movement of the external force or concentrated load, and provides a method of connecting a synthetic resin pipe in a multiple water-tight maintenance it can be kept as close to perfect.

Description

합성수지제 배수로관의 접속방법Connection method of drainage pipe made of synthetic resin

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is an open matter, no full text was included.

제 1 도는 본 발명의 배수로관을 나타낸 사시도, 제 5 도는 본 발명 제 1 도의 실시예시도, 제12도는 본 발명의 티이자 접속관으로 형성되는 실시예시도.1 is a perspective view showing a drainage pipe of the present invention, FIG. 5 is an embodiment view of FIG. 1 of the present invention, and FIG. 12 is an embodiment view formed of a tee and connecting pipe of the present invention.

Claims (9)

외측관(1)과 내측관(2)의 사이로 수평형 파형보강대(3)를 형성하고 있는 배수로관의 외측관(1) 양측 요소요소에 여러개의 투입구(4)를 천공하여 시멘트 몰탈(40)을 투입시킬 수 있도록 된 것을 특징으로 하는 합성수지제 배수로관의 접속방법.Cement mortar 40 is formed by drilling a plurality of inlets 4 on both side element elements of the outer pipe 1 of the drainage pipe forming the horizontal corrugated reinforcing bar 3 between the outer pipe 1 and the inner pipe 2. Connection method of the synthetic resin drainage pipe, characterized in that it can be put. 상기 제 1 항에 있어서, 외측관(11)과 내측관(12)의 사이로 수직형 파형보강대(13)를 형성하고 있는 배수로관의 외측관(11) 양측으로 장방형의 투입구(14)를 천공하여 시멘트 몰탈(40)을 투입시킬 수 있도록 된 것을 특징으로 하는 합성수지제 배수로관의 접속방법.According to claim 1, wherein the rectangular inlet 14 is drilled to both sides of the outer tube 11 of the drainage pipe forming the vertical corrugated reinforcement table 13 between the outer tube 11 and the inner tube 12. Connection method of the synthetic resin drainage pipe, characterized in that the cement mortar 40 can be injected. 상기 제 1 항에 있어서, 배수로관의 외측관(1) 양측으로 천공되어 있는 여러개의 투입구(4)로 여러개의 지지용 철근(6)을 삽입하여 동일하게 삽입되어지는 고정용 철근(5)에 결속부(7)에 결속유지작용으로 시멘트 몰탈(40)의 충전시에 철근골조역할을 할 수 있도록 된 것을 특징으로 하는 합성수지제 배수로관의 접속방법.The fixed reinforcing bar (5) according to claim 1, wherein a plurality of supporting reinforcing bars (6) are inserted in the same way by inserting a plurality of supporting reinforcing bars (6) into the plurality of inlets (4) drilled on both sides of the outer pipe (1) of the drainage pipe. Bonding method of the synthetic resin drainage pipe, characterized in that it is possible to act as a reinforcing steel frame when the cement mortar (40) is filled by the binding operation to the binding portion (7). 상기 제 1 항에 있어서, 수평형 파형보강대(3)를 내설하고 있는 외측관(1)과 내측관(2)에 외측 삽입공(8)과 내측 삽입공(9)을 천공한 뒤 이에 접속되는 외측 삽입관(1)과 내측 삽입관(2)을 삽입하여 투입구(4)로 시멘트 몰탈(40)을 투입함으로써 티이형의 접속을 얻을 수 있는 것을 특징으로 하는 합성수지제 배수로관의 접속방법.According to claim 1, wherein the outer insertion hole (8) and the inner insertion hole (9) in the outer tube (1) and the inner tube (2) in which the horizontal corrugated reinforcement table (3) is installed and connected thereto. A method of connecting a drainage pipe made of synthetic resin, characterized in that a tee-type connection can be obtained by inserting an outer insertion pipe (1) and an inner insertion pipe (2) to insert a cement mortar (40) into an inlet (4). 상기 제 1 항 또는 제 2 항에 있어서, 티이형으로 접속되어지는 배수로관의 주 내측관에 형성된 내측 삽입공(9)(20)으로 슬리브(31)를 결합하여 접속되어지는 내측관(2)(12)과 연결시키고, 이 슬리브(31)의 외면에 형성된 나사부로 패킹(33)과 지지대(32) 그리고 고정용 너트(34)를 차례대로 결합한 뒤, 투입구(4)(14)로 고정용 철근(15)과 지지용 철근(16) 그리고, 시멘트 몰탈(40)을 투입시켜서 된 것을 특징으로 하는 합성수지제 배수로관의 접속방법.The inner tube (2) according to claim 1 or 2, wherein the sleeve (31) is connected to the inner insertion holes (9) and (20) formed in the main inner tube of the drain pipe connected in a tee form. (12), the packing 33, the support 32 and the fixing nut 34 in sequence with the screw formed on the outer surface of the sleeve 31, and then fixed by the inlet (4) (14) A method for connecting a drainage pipe made of synthetic resin, characterized in that the reinforcing bar (15), the supporting reinforcing bar (16), and cement mortar (40) are introduced. 상기 제 1 항 또는 제 2 항에 있어서, 배수로관을 서로 접촉시켜서 생겨나는 접경부위에 접착테이프(42)를 부착함으로써, 시멘트 몰탈이 외부로 누출되지 못하도록 된 것을 특징으로 하는 배수로관의 접속방법.The method of connecting a drainage pipe according to claim 1 or 2, wherein the cement mortar is prevented from leaking to the outside by attaching an adhesive tape (42) to a contact portion formed by contacting the drainage pipes with each other. 상기 제 2 항에 있어서, 배수로관의 외측관(11) 양측에 장방향으로 천공되어 있는 투입구(14)로 여러개의 지지용 철근(16)을 삽입하되, 연결용 철사(17)를 연결하여 투입구(14) 외측으로 위치되어지는 고정용 철근(15)와 결속시키면 이들의 철골작용으로 시멘트 몰탈(40)의 충전시에 높은 강도를 얻을 수 있도록 하는 것을 특징으로 하는 합성수지제 배수로관의 접속방법.The method according to claim 2, wherein a plurality of supporting reinforcing bars 16 are inserted into the inlet holes 14 which are perforated in the longitudinal direction on both sides of the outer tube 11 of the drainage pipe, and the connecting wires 17 are connected to the inlet holes. (14) A method of connecting a synthetic resin drainage pipe, characterized in that when the binding with the fixing reinforcing bar (15) located outside the high strength at the time of filling the cement mortar (40) by the steel frame action. 상기 제 2 항에 있어서, 수직형 파형보강대(13)를 내설하고 있는 외측관(11)과 내측관(12)에 외측 삽입공(19)과 내측 삽입공(20)을 천공한 뒤, 이에 접속되어지는 외측 삽입관(11)과 내측 삽입관(12)을 삽입하여 투입구(14)로 시멘트 몰탈(40)을 주입함으로써 티이형의 접속을 얻을 수 있는 것을 특징으로 하는 합성수지제 배수로관의 접속방법.The outer insertion hole 19 and the inner insertion hole 20 are drilled in the outer tube 11 and the inner tube 12 in which the vertical corrugated reinforcing bar 13 is installed, and then connected thereto. A method of connecting a drainage pipe made of synthetic resin, characterized in that a tee type connection can be obtained by inserting an outer insertion pipe 11 and an inner insertion pipe 12 into which the cement mortar 40 is injected into the inlet 14. . 상기 제 2 항에 있어서, 사각형 보강대(23)를 내설하고 있는 외측관(21)과 내측관(22)으로 된 배수로관의 양쪽으로 장방형의 투입구(24)를 형성시키고, 상기의 투입구를 통하여 여러개의 지지용 철근(16)을 삽입하되, 연결용 철사(17)를 연결하여 투입구(24) 외측으로 위치되어지는 고정용 철근(15)과 결속시키면 이들의 철골작용으로 시멘트 몰탈의 충전시에 높은 강도를 얻을 수 있도록 하는 것을 특징으로 하는 합성수지제 배수로관의 접속방법.The rectangular inlet 24 is formed in both of the outer side pipe 21 in which the square reinforcement base 23 is installed, and the drainage pipe which consists of the inner side pipe 22, and several through the said inlet. Insert the supporting reinforcing bar 16, but connecting the connecting wire 17 and binding to the fixing reinforcing bar 15 which is located outside the inlet (24) to the high when filling the cement mortar by their steel action A method of connecting a synthetic resin drainage pipe, the strength of which can be obtained. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019930012049A 1993-06-30 1993-06-30 Method for connecting drain pipe of composite resin KR100328473B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019930012049A KR100328473B1 (en) 1993-06-30 1993-06-30 Method for connecting drain pipe of composite resin

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019930012049A KR100328473B1 (en) 1993-06-30 1993-06-30 Method for connecting drain pipe of composite resin

Publications (2)

Publication Number Publication Date
KR950001167A true KR950001167A (en) 1995-01-03
KR100328473B1 KR100328473B1 (en) 2002-11-23

Family

ID=37478578

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019930012049A KR100328473B1 (en) 1993-06-30 1993-06-30 Method for connecting drain pipe of composite resin

Country Status (1)

Country Link
KR (1) KR100328473B1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100345805B1 (en) * 1993-11-19 2002-11-18 주식회사 삼영건설기술공사 Drain pipe of composite resin
KR100393554B1 (en) * 2000-10-20 2003-08-09 최상민 A multi tube
KR20030083513A (en) * 2002-04-23 2003-10-30 변무원 Double lay water pipe
KR100419384B1 (en) * 2000-12-23 2004-03-04 씨엠엔지니어링(주) Repair and reinforcement device for drainage pipe

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101027751B1 (en) * 2010-09-03 2011-04-07 가창윤 Steel pipe girder

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100345805B1 (en) * 1993-11-19 2002-11-18 주식회사 삼영건설기술공사 Drain pipe of composite resin
KR100393554B1 (en) * 2000-10-20 2003-08-09 최상민 A multi tube
KR100419384B1 (en) * 2000-12-23 2004-03-04 씨엠엔지니어링(주) Repair and reinforcement device for drainage pipe
KR20030083513A (en) * 2002-04-23 2003-10-30 변무원 Double lay water pipe

Also Published As

Publication number Publication date
KR100328473B1 (en) 2002-11-23

Similar Documents

Publication Publication Date Title
CN101356318B (en) Precast concrete segment having connecting structure using steel duct, and connecting structure thereof
KR950001167A (en) Connection method of drainage pipe made of synthetic resin
ATE84831T1 (en) INSULATED CANTILE PLATE CONNECTION ELEMENT.
KR100461914B1 (en) Device fixing bar and structure for connecting head of steel pile and concrete footing of the same
KR100412778B1 (en) Expansion joint for connecting slabs of a bridge structure
KR960022226A (en) Scaffolding for Elevator Feet
WO2007105840A1 (en) Connecting structure
FR2764935B1 (en) IN SITU CURABLE FLEXIBLE TUBULAR PREFORM HAVING A FILAMENT FRAME FOR THE PIPING OF A WELL OR PIPE
KR101881075B1 (en) Constructing Method of Support Part for Pipe
KR200403692Y1 (en) Two-Way Nailing Fixing Device For Reinforcing Rod Of The Surface reinforcement
JP4312623B2 (en) Method for constructing concrete floor with steps, structure thereof, and concrete plate with steps used in the construction method
KR200217584Y1 (en) Wire-securing Boxes
KR102551488B1 (en) Reinforcing device inside the pipe with a gap maintaining unit
KR200206640Y1 (en) Sludge Collector Rail
KR870001233Y1 (en) A slope block
KR100345805B1 (en) Drain pipe of composite resin
KR950025315A (en) Reinforcement and connection method of drainage pipe
KR200235120Y1 (en) Dowel bar structure for a expansion of road concrete wall
KR200269769Y1 (en) Connection device of concrete fume
KR200404057Y1 (en) One body centralizer
KR20240087028A (en) Expansion Joint Having Improved Linearity And Finishing Performance
PT1246985E (en) TANK MOLDING
KR200196833Y1 (en) Apparatus for supporting pipe laying under concrete work
KR200204073Y1 (en) Pipe coupling Apparatus for an expension jointing part in Steel Concreat Structure
KR200268564Y1 (en) Connection device of concrete fume pipe

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
N231 Notification of change of applicant
FPAY Annual fee payment

Payment date: 20100128

Year of fee payment: 9

LAPS Lapse due to unpaid annual fee