KR20010007621A - Flexible and high strength spiral tube - Google Patents

Flexible and high strength spiral tube Download PDF

Info

Publication number
KR20010007621A
KR20010007621A KR1020000057773A KR20000057773A KR20010007621A KR 20010007621 A KR20010007621 A KR 20010007621A KR 1020000057773 A KR1020000057773 A KR 1020000057773A KR 20000057773 A KR20000057773 A KR 20000057773A KR 20010007621 A KR20010007621 A KR 20010007621A
Authority
KR
South Korea
Prior art keywords
flexible
spiral tube
strength spiral
support
reinforcement
Prior art date
Application number
KR1020000057773A
Other languages
Korean (ko)
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 KR1020000057773A priority Critical patent/KR20010007621A/en
Publication of KR20010007621A publication Critical patent/KR20010007621A/en

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L9/00Rigid pipes
    • F16L9/18Double-walled pipes; Multi-channel pipes or pipe assemblies

Abstract

PURPOSE: A flexible and high-strength spiral tube is provided to maximize durability and flexibility by improving a structure of dual wall even though external earth pressure is strengthened to the spiral tube. CONSTITUTION: A flexible and high-strength spiral tube includes a bellow type reinforcing rod(15) having a concave part(12) on which an inclined reinforcing rod(6) is spirally wound to an internal surface(4) on the basis of an external surface of hollow means(3) that is formed by inserting a supporting rod at the center of a dual wall surfaces of the concave means. A reinforcing rib is mounted at a lower surface or a central portion of the hollow means and the inclined reinforcing rod is formed integrally with the reinforcing rib at the external surface of the hollow means.

Description

가요성 및 고강도 나선관{.}Flexible and High Strength Spiral Tubes {.}

본 발명은 토목 공사 등에서 널리 사용되는 배수용 나선관에 관한 것으로서 시공현장의 지형에 따라 만곡하여 주는 경우가 많은데 이러한 경우 외토압 강도가 낮아지는 불합리한 경우가 많은바 종래에는 도 1에 도시된 바와 같이, 요홈부(12)에 지지대(5)를 삽설시켜 중공구(3)과 요홈부(12)로 2중벽면(2)(2')를 지지시켜 외토압 보강뿐만 아니라 가요성을 보강하는 본인의 선 발명출원(실용신안 등록출원 제93-11699호) 및 외측면 요홈부에 경사 보강대로 보강되는 본인의 선발명출원(실용신안 등록출원 제94-16938호, 실용신안 등록출원 제98-16329호)에 제공되어 있으나 본 발명은 이의 제품에 대하여 유연한 가요성 및 고강도 제품제공을 위하면서 용도의 다양화를 위한 발명이다.The present invention relates to a drainage spiral pipe that is widely used in civil engineering, etc., which are often curved according to the terrain of a construction site. In this case, the external earth pressure is often unreasonable. As shown in FIG. , By inserting the support (5) in the groove portion 12 to support the double wall surface (2) (2 ') with the hollow sphere (3) and the groove portion 12 to reinforce not only external pressure but also flexibility Invention application (utility model registration application No. 93-11699) and the applicant's selection application for reinforcement with an inclined reinforcement on the outer side groove (utility model registration application No. 94-16938, utility model registration application No. 98-16329) Although the present invention is provided in the above), the present invention is an invention for diversification of uses while providing a flexible and high-strength product for its products.

본인의 선발명 출원된 나선관에 대하여 외토압 보강을 강화하되 가요성을 최대한 유지시켜 사용용도의 다면화를 위하여 2중벽면(2)(2')의 구조를 개선시켜 내구성 및 가요성을 극대화하여 주는 제품이다.Reinforce the external pressure reinforcement for the spiral pipe of the applicant's selection, but maintain the flexibility to maximize the durability and flexibility by improving the structure of the double wall surface (2) (2 ') for the multi-faceted use. It is a product.

도 1은 본 발명의 사시도.1 is a perspective view of the present invention.

도 2 또는 도 3 또는 도 4는 종래의 제품의 요부 단면도2 or 3 or 4 is a cross-sectional view of the main part of the conventional product

도 5(가)(나)는 본 발명의 요부 단면도Figure 5 (a) (b) is a cross-sectional view of the main part of the present invention

도 6(가)(나)(다)는 도 5의 실시예의 요부 단면도6 (a) and 2 (b) are cross-sectional views of main parts of the embodiment of FIG. 5.

도 7 또는 도 8(가)(나)은 도 5 또는 도 6의 실시예의 요부 사시도 및 단면도.Figure 7 or 8 (a) (b) is a perspective view and a sectional view of the main portion of the embodiment of FIG.

도 9는 본 발명의 실시예의 사시도9 is a perspective view of an embodiment of the present invention

도 10 또는 도 11은 도 9의 요부사시도 및 실시예의 요부 횡단면도.10 or 11 is a main portion cross-sectional view of the main portion perspective view and embodiment of Figure 9;

도 12(가)(나)(다)는 도 11의 실시예의 요부 단면도12 (a) and 2 (b) are cross-sectional views of main parts of the embodiment of FIG. 11.

도 13은 도 12의 실시예의 요부 횡단면도.FIG. 13 is an essential cross-sectional view of the embodiment of FIG. 12; FIG.

[도면의 주요부분에 대한 부호의 설명][Explanation of symbols on the main parts of the drawings]

1. 나선관 2,2'. 2중벽면 3. 중공구Spiral tube 2,2 '. Double wall surface 3. Hollow ball

4. 내벽면 5. 지지대 6. 경사지지대4. Inner wall 5. Support 6. Slant support

7. 외측면 8,8'. 지지리브 9. 융착대7. Outer side 8,8 '. Support Rib 9. Fusion Plate

9'. 융착점 10. 천공구 11. 장천공구9 '. Fusion Point 10. Drilling Tool 11. Changchun Tooling

12. 나선요홈 13. 원호 보강대 15.형 보강대12. Spiral recess 13. Arc support 15. Mold reinforcement

15'.형 보강대 16,16'. 보강구 17. 보강지지벽체15 '. Mold reinforcement 16,16 '. Reinforcement 17. Reinforcement supporting wall

18. 외벽면 19. 지지대 22,22'. 보강홈18. Exterior wall 19. Support 22,22 '. Reinforcement Groove

본 발명은 내측면의 요홈부(12)의 양측 2중벽면(2)(2')의 구조를 개선시켜서 중공구(3)과 요홈부(12)의 구성으로하되 경사지지대(6)와 내벽면(4)으로 외토압 보강 및 가요성이 유연하도록 한 것에다 도5(가)에 도시된 바와 같이 외측면(8) 기준으로 본 발명 제품의 외토압보강, 내구성 보강과 아울러 가요성 제공을위하여 경사지지대(6)를 보조중공구(3')를 형성시켜주되 외측면(7)에 나선권회로 일체화시켜 주면서 중공구(3)에 단면이형보강대(15)를 삽설시켜 준 제품이며 이의 실시예를 위하여 도5(나)에 도시된 바와 같이 중공구(3)의 하측면에서 보강리브(8)를 돌설시켜 경사지지대(6)에 지지시켜주면 외토압 보강이 더 보강되는 제품이다.The present invention is to improve the structure of the double wall surface (2) (2 ') of the both sides of the groove portion 12 of the inner surface to form a hollow sphere (3) and the groove portion 12, but the inclined support (6) and the inner The external pressure reinforcement and flexibility are made to be flexible to the wall surface 4, and the external pressure reinforcement and durability reinforcement of the product of the present invention are provided on the outer surface 8 as shown in FIG. 5 (a). In order to form the inclined support 6 to the secondary hollow tool (3 '), the cross section of the hollow sphere (3) while integrating a spiral winding on the outer surface (7) The product is inserted into the mold reinforcing bar (15), and for this embodiment, as shown in Figure 5 (b) to support the inclined support (6) by projecting the reinforcing rib (8) on the lower side of the hollow sphere (3) If it is made, the external pressure reinforcement is reinforced.

여기서 경량화 및 천공구(10)의 가공성 및 가요성 보강을 위하여 도 7 또는 도 8(가)(나)에 도시된 바와 같이, 중공구(3)의 하측 또는 중간부위에 보강리브(8)을 돌설시켜주되 외측면(7)에서 보강리브(8)에 일체화로 경사보강대(6)을 구성시켜 준다.In this case, as shown in FIG. 7 or FIG. 8 (A) (B), the reinforcing ribs 8 are disposed below or in the middle of the hollow sphere 3 in order to reduce the weight and reinforce the processability and flexibility of the drilling tool 10. The inclined reinforcing bar 6 is configured by being integrated with the reinforcing ribs 8 from the outer surface 7.

또 도 5의 실시예로서는 도6가(a)에 도시된 바와 같이, 중공구(3)에 단면이 형 보강대(15)(15')를 2층으로 중첩시켜주면 초고강도 나선관이 제공되며 또 도6(가a)에 도시된 바와 같이, 시공현장의 여건에 따라서는 요구되는바 중공구(3)에 단면이형 보강대(15')를 구성하되 중공구(3) 사이사이의 폭을 어느정도 좁혀주고 보강지지벽체(17)로 삽설시켜 준 것이다.In the embodiment of FIG. 5, as shown in FIG. 6A, when the hollow sphere 3 has two layers of cross-sectional reinforcement bars 15 and 15 ′ in two layers, an ultra-high strength spiral tube is provided. As shown in Fig. 6 (a), the cross section of the hollow sphere 3 is required according to the conditions of the construction site. The type of reinforcing bar 15 'is configured, but the width between the hollow spheres 3 is narrowed to some extent and inserted into the reinforcing support wall 17.

그리고 도 6(나)에 도시된 바와 같이 고강도의 나선 유공관으로 제공할 경우 단면이형보강대(15')를 외벽(18)로 덮어주면서 외측요홈(12')를 구성하되 천공구(10)을 구성시켜주면 매우 높은 고강도의 나선관이 제공된다.And as shown in Figure 6 (b) when provided with a high strength spiral hole tube Covering the mold reinforcing bar (15 ') with the outer wall (18) to configure the outer groove (12'), if you configure the drilling tool 10 is provided with a very high strength spiral tube.

별도의 실시예로서는 도 6(다)에 도시된 바와 같이, 고강도 나선관으로 제공할 경우 나선권회되고 단면이형보강대(15') 사이사이의 외측요홈(12')에 지지대(19)를 일체화시켜주며 경우에 따라 외벽면(18)로 형성시켜 준다.As a separate embodiment, as shown in Figure 6 (c), when provided with a high-strength spiral tube spiral wound and the cross section is The support 19 is integrated into the outer groove 12 'between the mold reinforcing bars 15' and, as the case may be, the outer wall surface 18 is formed.

이의 실시예로서는 도 6(가b)(가c)에 도시된 바와 같이, 보강대 역할로 단면이 V형 또는 원호형 보강대(6)(6')로 외측요홈부(12)에 일체화시켜준다. 여기에 도 6(나b)에 도시된 바와 같이,형 보강대(15')의 양측을 경사보강대(6')사이에 지지리브(8)(8')호 지지시켜준 발명이다. 이때 도 7 도는 도 8에 도시된 바와 같이, 나선권회된 내벽면(4)에 나선권회된 길이 방향으로 천공구(10)이나 장천공구(11)을 구성시켜주면 가요성 보강과 아울러 암거 배수로관을 제공하는 발명이다.As an example of this, as shown in Fig. 6 (a) and (c), the cross section is integrated into the outer groove 12 by the V-shaped or arc-shaped reinforcing bar 6, 6 'in the role of the reinforcing bar. As shown here in FIG. 6 (b), Both sides of the type reinforcing bar 15 'are supported by the support ribs 8 and 8' between the inclined reinforcing bars 6 '. In this case, as shown in FIG. 8, when the perforated tool 10 or the perforated tool 11 is configured in the spirally wound lengthwise direction on the spirally wound inner wall surface 4, the culvert drainage pipe It is an invention to provide.

또 본 발명의 실시예로서는 도 9 또는 도 10 또는 도 11에 도시된 바와 같이 2중벽면(2)(2')의 내측요홈(12)의 중간부위의 지지대(5)로 형성된 중공구(3)에 단면이형 보강대(15)로 충만시켜 주고 외측 요홈에 나선권회로 경사지지대(6)가 내벽면(4)의 융착점(9')으로 일체화시켜준 것이며 암거배수로관으로 이용하기 위하여 적정길이(ℓ)만큼의 원호보강대(13)와 융착대(9)을 간헐적으로 구성하되 개공율울 해결하기 위하여 원호보강대(13)사이사이의 융착대(9)에 장천공구(11)을 형성시켜주면 고강도 및 가요성이 제공되며 암거배수로관의 배수능력을 표시하는 개공율을 높이는데 해경되는 것이다.In addition, as an embodiment of the present invention, as shown in FIG. 9 or 10 or 11, the hollow sphere 3 formed of the support 5 in the middle portion of the inner groove 12 of the double wall surface 2, 2 '. Section on It is filled with the type reinforcement stand 15, and the spiral winding circuit inclined support 6 is integrated in the outer groove with the fusion point 9 'of the inner wall 4, and the proper length (ℓ) for use as the culvert drainage pipe. Intermittently configure the circular reinforcement bar 13 and the fusion bar 9 intermittently but form the Jangcheon tool 11 in the fusion bar 9 between the circular reinforcement bar 13 to solve the opening rate. The castle is provided, and is modified to increase the opening rate indicating the drainage capacity of the culvert drainage pipe.

또한 이의 실시예로서는 도 12(가)에 도시된 바와 같이. 2중벽면(2)(2') 지지리브(8)를 경사보강대(6)와 원형 보강대(15') 사이사이에 요홈에 원호보강대(13)와 융착점(9')을 형성시켜주어도 된다. 여기서 도 13(다)에 도시된 바와 같이, 외벽면(18)로 일체화시켜주면 원호보강대(13)과 상호역할로 외압강도 및 내구성이 더 보강된다. 도 13에 도시된 바와 같이 천공범위를 원둘레의 2/3 정도만 구성하고 나머지 1/3은 배수구간으로 형성시켜 주면서 장원호보강대(13')을 구성시켜주면 본 발명의 제품이 제공된다.Also as an example thereof, as shown in FIG. Double wall (2) (2 ') support ribs (8) are inclined with reinforcing bars (6) An arc reinforcing bar 13 and a welding point 9 'may be formed in the groove between the type reinforcing bars 15'. Here, as shown in FIG. 13 (c), by integrating with the outer wall surface 18, the external pressure strength and durability are further reinforced by the mutual role of the circular reinforcement bar 13. As shown in FIG. 13, the product of the present invention is provided by constructing the jangwon arc reinforcing rod 13 ′ while forming only two thirds of the circumference and forming the remaining one third of the circumference.

본 발명은 고강도 나선관이나 암거배수관용 나선관에서 종래의 제품보다 외토압 보강 및 가요성에 제공되며 내벽면(14)의 융착대(9) 제거로 가요성 및 천공작업이 용이하여주고 또 암거배수관에 장천공구(11) 형성과 원호보강대(13) 형성으로 개공율 높이면서 나선관의 내구성 재고를 보장하는 발명이다.The present invention is provided to the reinforcement and flexibility of the earth pressure than the conventional products in the high-strength spiral pipe or culvert pipe for the culvert drainage pipe and facilitates flexibility and drilling work by removing the fusion zone (9) of the inner wall 14 and culvert drainage pipe Jangcheon tool (11) in the formation and the circular reinforcement bar (13) formed by the invention to ensure the durability of the spiral pipe while increasing the opening rate.

Claims (6)

내측면의 요홈부(12)의 2중벽면(2)(2')의 중간부위에 지지대(5)를 삽설시켜 형성된 중공구(3)의 외측면(7) 기준에 있어서 경사보강대(6)을 내측면(4) 까지 형성시켜 요홈부(12)가 나선권회로 구성하고 단면이형 보강대(15)를 구성한 가요성 및 고강도 나선관Sloped reinforcement stand 6 based on the outer surface 7 of the hollow sphere 3 formed by inserting the support 5 into the middle portion of the double wall surface 2, 2 'of the recess 12 of the inner surface. To the inner side surface 4 so that the recessed portion 12 constitutes a spiral winding and Flexible and high-strength spiral tubes forming the shape reinforcement stand 15 제 1항에 있어서 중공구(3)의 외측면(7)에서 일체로 경사중공구(3') 및 경사보강대(6)로 구성한 가요성 및 고강도 나선관.The flexible and high-strength spiral tube according to claim 1, which consists of an inclined hollow tool (3 ') and an inclined reinforcing bar (6) integrally on the outer surface (7) of the hollow sphere (3). 제 2항에 있어서 보강지지벽체(17) 및 단면이 V형 또는 원호형 보강대(6)(6')와 지지리브(8)(8')을 구성한 가요성 및 고강도 나선관.The flexible and high-strength spiral tube according to claim 2, wherein the reinforcing support wall (17) and the cross section constitute a V-shaped or arc-shaped reinforcing bar (6) (6 ') and support ribs (8) (8'). 제 3항에 있어서 단면이형 보강대(15') 및형 보강대(15)(15")를 중첩시킴을 구성한 가요성 및 고강도 나선관The cross section according to claim 3 Type reinforcement stand (15 ') and Flexible and high-strength spiral tube consisting of overlapping shaped reinforcement bars 15 and 15 " 제3항에 있어서, 지지대(19) 및 외벽면(18)을 구성한 가요성 및 고강도 나선관.The flexible and high strength spiral tube of Claim 3 which comprised the support 19 and the outer wall surface. 제 4항에 있어서, 외벽면(18)으로 외측요홈(12')을 형성하여 천공구(10)을 구성한 가요성 및 고강도 나선관.5. The flexible and high-strength spiral tube according to claim 4, wherein the outer recess (12 ') is formed on the outer wall (18) to form the drilling tool (10).
KR1020000057773A 2000-09-30 2000-09-30 Flexible and high strength spiral tube KR20010007621A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020000057773A KR20010007621A (en) 2000-09-30 2000-09-30 Flexible and high strength spiral tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020000057773A KR20010007621A (en) 2000-09-30 2000-09-30 Flexible and high strength spiral tube

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
KR2019980020467U Division KR20000008666U (en) 1998-10-26 1998-10-26 Flexible and high strength spiral tube

Related Child Applications (1)

Application Number Title Priority Date Filing Date
KR1020020087632A Division KR20030013358A (en) 2002-12-30 2002-12-30 High strength spiral pipe for drainage pipe

Publications (1)

Publication Number Publication Date
KR20010007621A true KR20010007621A (en) 2001-01-26

Family

ID=19691391

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020000057773A KR20010007621A (en) 2000-09-30 2000-09-30 Flexible and high strength spiral tube

Country Status (1)

Country Link
KR (1) KR20010007621A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109386670A (en) * 2018-12-11 2019-02-26 福建祥云科创新型管业科技有限公司 A kind of irregular belt material and double rib enhancing structure wall pipes with irregular belt material production

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR930013543A (en) * 1991-12-11 1993-07-22 문희주 Reinforcement structure of spiral pipe
KR950001659U (en) * 1993-06-30 1995-01-04 민병이 Synthetic resin spiral tube
KR950025318A (en) * 1994-02-07 1995-09-15 민병이 Reinforcement method of sewer pipe
KR950033759U (en) * 1994-05-13 1995-12-18 민병이 Outer soil pressure reinforcement flexible spiral tube
KR20000021521A (en) * 1998-09-30 2000-04-25 민병이 High intense spiral pipe and method for manufacturing thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR930013543A (en) * 1991-12-11 1993-07-22 문희주 Reinforcement structure of spiral pipe
KR950001659U (en) * 1993-06-30 1995-01-04 민병이 Synthetic resin spiral tube
KR950025318A (en) * 1994-02-07 1995-09-15 민병이 Reinforcement method of sewer pipe
KR950033759U (en) * 1994-05-13 1995-12-18 민병이 Outer soil pressure reinforcement flexible spiral tube
KR20000021521A (en) * 1998-09-30 2000-04-25 민병이 High intense spiral pipe and method for manufacturing thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109386670A (en) * 2018-12-11 2019-02-26 福建祥云科创新型管业科技有限公司 A kind of irregular belt material and double rib enhancing structure wall pipes with irregular belt material production

Similar Documents

Publication Publication Date Title
KR20010007621A (en) Flexible and high strength spiral tube
KR20000008666U (en) Flexible and high strength spiral tube
KR20010007614A (en) Flexible and external pressure reinforced spiral tube
CN212080394U (en) PE double-ribbed pipe
KR200346424Y1 (en) Flexible reinforced spiral pipe for underground laying
CN201844127U (en) Belt material for manufacturing double-flat wall pipe and double-flat wall pipe using same
KR20000005497U (en) Flexible and external pressure reinforced spiral tube
KR100358246B1 (en) Structural spiral tube
KR100424040B1 (en) High strength spiral tube
KR200283055Y1 (en) Reinforcement Spiral Tube
KR100357370B1 (en) Spiral tube for high-strength structure
KR20030013358A (en) High strength spiral pipe for drainage pipe
CN212080393U (en) PP double-high-rib pipe
KR200159662Y1 (en) Plastic spiral pipe
KR100499018B1 (en) Structural reinforcement spiral pipe for sewage pipe in civil engineering and road construction
KR100609339B1 (en) Remforced constructure of Sprial pipe
KR200209832Y1 (en) Reinforced COnstructure of Sprial Pipe
CN218599035U (en) Winding corrugated pipe
CN213929054U (en) Special-shaped pipe column
CN217352865U (en) Steel pipe concrete composite column beam column node structure
KR200274139Y1 (en) Spiral tube reinforcement device
KR200273129Y1 (en) Drainage pipe reinforcement device
KR100618589B1 (en) Peinforced struction of spirial pipe and it's product method
KR20000008391U (en) High strength spiral tube
CN210798080U (en) Full grout sleeve

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
A107 Divisional application of patent
E902 Notification of reason for refusal
E601 Decision to refuse application