KR101159684B1 - Railing pillar establishment system of timber trestle bridge - Google Patents

Railing pillar establishment system of timber trestle bridge Download PDF

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Publication number
KR101159684B1
KR101159684B1 KR1020090130494A KR20090130494A KR101159684B1 KR 101159684 B1 KR101159684 B1 KR 101159684B1 KR 1020090130494 A KR1020090130494 A KR 1020090130494A KR 20090130494 A KR20090130494 A KR 20090130494A KR 101159684 B1 KR101159684 B1 KR 101159684B1
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South Korea
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plate
fastening
upper plate
column
female
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KR1020090130494A
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Korean (ko)
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KR20110073761A (en
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배대환
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배대환
수풍산업 주식회사
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/103—Parapets, railings ; Guard barriers or road-bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/10—Wood

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Steps, Ramps, And Handrails (AREA)

Abstract

본 발명은 목교의 난간기둥 설치장치에 관한 것으로서, 에이치빔(101) 상면에 암나사관(10)을 고정하고, 상기 암나사관(10)관 연통은 상판체결대(103)와, 상판(104)에 구멍(103')(104')을 천공하며, 상기 상판(104)의 구멍(104')을 통하여 암나사관(10)에 연결하는 숫나사봉(22)과 난간기둥(105)의 하단을 삽착하는 삽착관(23)을 플레이트(21) 상면과 밑면에 구비한 기둥체결구(20)를 형성하여, 숫나사봉(22)을 암나사관(10)에 끼워 상판에 플레이트(21)가 상판(104)에 밀착된 상태로 암나사관(10)과 기둥체결구(20)가 연결하게 되는 기둥 체결수단을 구성하여서 된 것이다. The present invention relates to a wooden handrail pillar mounting apparatus, the female threaded pipe 10 is fixed to the H-beam (101) upper surface, the female threaded pipe (10) tube communication is the top plate fastening table 103, the top plate 104 Drills the holes 103 'and 104' in the upper part, and inserts the lower end of the male threaded rod 22 and the railing column 105 connected to the female threaded pipe 10 through the holes 104 'of the upper plate 104. A column fastening hole 20 having the inserting tube 23 to be attached to the upper and lower surfaces of the plate 21 is formed, and the male screw rod 22 is inserted into the female screw tube 10 so that the plate 21 is attached to the upper plate ( 104, the female screw pipe 10 and the pillar fasteners 20 in the state of being in close contact with each other is to constitute a column fastening means.

암나사관. 숫나사봉. 삽착관. 플레이트. 기둥체결구. Female thread. Male rods. Intubation tube. plate. Pillar fasteners.

Description

목교의 난간기둥 설치 장치{Railing pillar establishment system of timber trestle bridge}Railing pillar establishment system of timber trestle bridge

본 발명은 주로 강의 폭보다 좁은 내나 습지의 가에 설치하여 경관을 보기 위한 일명 데크 로드라고 칭하는 목교의 난간기둥을 설치하기 위한 목교의 난간기둥 설치 장치에 관한 것으로서, 좀 더 상세하게는 목교의 상판 양변에 설치하는 난간의 기둥을 설치하는 것에 있어서, 교각 상단에 설치하는 에이치빔 상면에 암나사관을 고정하고, 상기 암나사관을 관통하는 구멍을 구비한 체결장식판넬과 상판을 에이치빔 상에 설치하여 상기한 암나사관에 나사체결되는 숫나사봉과 난간기둥을 삽착하는 삽착관을 구비한 기둥체결구를 상기 암나사관에 나사식 체결하여 고정시켜 난간기둥을 기둥체결구의 삽착관에 삽착 고정하여, 종래 난간기둥을 상판에 못이나 나사못 등으로 고정설치 하였던 것보다는 장기간 사용하여도 견고함을 유지하도록 하는 것을 목적으로 한 목교의 난간기둥 설치 장치를 제공하기 위한 것이다. The present invention relates to a wooden railing pillar installation device for installing a railing column of a wooden bridge, called deck road, which is mainly installed in a narrow area of a river or a wetland side to view a landscape, and more specifically, a top plate of a wooden bridge. In installing the pillars on both sides of the rail, the female threaded pipe is fixed to the upper surface of the H beam installed at the upper end of the piers, and a fastening decorative panel and a top plate provided with holes penetrating the female threaded pipe are installed on the H beam. A column fastener having a male threaded rod screwed into the female threaded pipe and an insertion tube for inserting a railing column is screwed into the female threaded tube to be fixed to the female threaded pipe to insert and fix the railing column to an inserting tube of the column fastener, and the conventional railing Rather than fixing the column with nails or screws on the top plate, It is to provide a railing pillar mounting device of a wooden bridge.

일반적으로 목교는 교각 상단에 고정한 에이치빔 위에 체결판과 상판을 설치한 다음 상기 상판의 양 변에 난간의 기둥을 못이나 나사못 등을 박아 난간기둥을 상판 위에 설치하였다.In general, the wooden bridge was installed on the H-beam fixed to the top of the pier to install the fastening plate and the top plate, and then put the railing pillars on both sides of the top plate to install a railing column on the top plate.

그런데 목교를 건너다니는 사람들의 습성은 난간을 손으로 스치거나 또는 잠시 기대는 경우가 허다하여 이럴 때마다 난간에 인체의 힘이 가하여져 못이나 나사못의 박힘이 느슨해져 난간이 오래 버티지 못하므로 수시로 보수와 수리하여야 하는 문제점이 있는 것이다. However, the habits of people crossing wood bridges often touch the railing by hand or lean on it for a while.At this time, the human body is applied to the railing and the nail or screw is loosened, so the railing does not last long. There is a problem that needs to be repaired.

본 발명은 상기와 같은 종래의 문제점을 해결하여 난간 기둥을 장기간 사용하여도 견고함이 위지 되도록 하기 위하여 교각에 설치된 에이치빔 상면과 상판의 상면 사이에 암수나사결합으로 체결되는 나사체결수단을 구비시켜 상기 나사체결수단에 난간기둥을 직접 체결하도록 하여 장기간의 세월이 지나도 난간기둥의 견고함이 유지되도록 하는 것을 목적으로 한 목교의 난간기둥 설치장치를 제공하는 데 있다. The present invention provides a screw fastening means for fastening by male and female screw coupling between the top surface of the H beam and the top plate installed in the piers in order to solve the conventional problems as described above to ensure that even the long time use of the handrail pillar. It is to provide a railing pillar installation device for the purpose of maintaining the firmness of the railing pillar even after a long period of time by fastening the railing pillar directly to the screw fastening means.

상기 본 발명에 맞추어 기재된 목적을 제공하는 목교의 난간기둥 설치장치는 교각 상단에 설치되는 에이치빔의 상면에 암나사관을 고정하고, 상기 에이치빔 상면에 설치하는 체결장식판넬과 상판에 상기 암나사관과 연통되는 구멍을 뚫어 상기 구멍을 통하여 암나사관에 나사체결되는 숫나사봉과 난간기둥을 삽착하는 삽착관을 구비한 기둥체결구를 상판에 고정하여 에이치빔에 고정한 암나사관과 기둥체결구로 난간기둥을 설치하는 기둥체결 수단과, 상기 에이치빔 상에 설치되는 장식체결판넬과 상판을 목교의 폭의 방향으로 받혀주어 상판의 견고함을 유지시키기 위한 상판 받침 수단으로 되는 앵글과 받침대를 에이치빔에 직각 방향으로 연결하여 구성된 것이다. The railing pillar installation device of the wooden bridge providing the object described in accordance with the present invention is fixed to the upper surface of the H-beam is installed on the top of the pier, and the female screw pipe on the fastening decorative panel and the upper plate installed on the H-beam upper surface A handrail column is installed with a female screw tube and a column fastener fixed to an H beam by fixing a column fastener having a male threaded rod screwed to a female thread pipe and an insertion tube for inserting a railing pillar through a hole through which communication is made. The angle fastening means and the upper plate supporting means for supporting the decorative fastening panel and the top plate installed on the H-beam in the direction of the width of the wooden bridge to maintain the rigidity of the top plate in a direction perpendicular to the H-beam. It is configured by connection.

이상과 같이 된 본 발명은 에이치빔 상면에 고정한 암나사관에 기둥체결구의 숫나사봉이 나사끼움되어 기둥체결구의 설치 자체가 견고한 상태에서 난간기둥의 하단을 상기 기둥체결구의 삽착관에 삽착한 것이므로, 종래 못이나 나사못 등으로 상판에 난간기둥을 직접 체결한 것보다는 장기간의 세월이 지나도 난간의 견고함이 유지되는 효과가 있는 것이며, 상기한 상판을 In the present invention as described above, the male threaded rod of the column fastener is screwed into the female screw fixed to the top of the H-beam beam, so that the lower end of the railing column is inserted into the insertion pipe of the column fastener while the installation of the column fastener itself is solid, Rather than fastening the railing column directly to the top plate with screws or screws, it is more effective to maintain the durability of the railing even after a long period of time.

도 1은 본 발명의 분해 사시도 이며, 도 2는 본 발명의 종단면도로, 이를 참조 하여 보면, 교각(100)의 상단에 설치한 에이치빔(101)의 외면에 장치대(102)를 삽착하고, 상기 에이치빔(101)의 상면에 상판체결대(103)와 상기 상판체결대(103) 상면에 목교의 상판(104)을 부착하며, 상판(104) 상면 좌우 변에 다수의 난간기둥(105)을 설치하는 것에 있어서, 상기 에이치빔(101)의 상부 플랜지 외측 하면에 보강편(110)의 수평판부를 용접연결하고, 에이치빔(101)의 내측 상, 하부 플랜지 사이 단부에 판상의 연결편(111)을 용접으로 연결하며, 상기 연결편(111)에 협착판(112)을 볼트로 연결하고, 상기 보강편(110)과 협착판(112)이 상판체결대(103)를 협착 고정되게 한다.
상기 보강편(110)은 외면이 호형으로 형성된 상판체결대(103)의 외면을 감싸 결속할 수 있게 상기 상판체결대(103)의 외면에 대응하는 호형으로 형성된 수직판부와 상기 수직판부의 하단에서 직각으로 돌출되는 수평판부로 구성한다.1 is an exploded perspective view of the present invention, Figure 2 is a longitudinal cross-sectional view of the present invention, referring to this, inserting the device table 102 on the outer surface of the H-beam 101 installed on the top of the pier 100, The top plate fastening table 103 and the top plate 104 of the wood bridge is attached to the top surface of the H-beam 101, and a plurality of handrail pillars 105 on the left and right sides of the top plate 104. In the installation, the horizontal plate portion of the reinforcing piece 110 is welded to the outer bottom surface of the upper flange of the H-beam 101, the plate-shaped connecting piece 111 at the end between the inner flange, the lower flange of the H-beam 101 ) Is connected by welding, and the connecting plate 111 is bolted to the connecting piece 111, and the reinforcing piece 110 and the fixing plate 112 are fixed to the upper plate fastening stand 103.
The reinforcing piece 110 is formed at the lower end of the vertical plate portion and the vertical plate portion formed in an arc shape corresponding to the outer surface of the upper plate fastening stand 103 so as to surround the outer surface of the upper plate fastening stand 103 formed in an arc shape. It consists of a horizontal plate part projecting at right angles.

상기 에이치빔(101)의 내면에 직각방향으로 앵글(120)을 연결하여 앵글(120)의 상면 중간 중간에 협착편(121)(122)을 부착하여 협착편(121)(122) 사이에 보강대(123)를 고정하여 상판(104)의 중간 중간을 보강대(123)로 받쳐 상판(104)의 견고함을 보강하는 상판 받침 수단을 구성한다.The angle 120 is connected to the inner surface of the H-beam 101 at right angles to attach the narrowing pieces 121 and 122 to the middle of the upper surface of the angle 120 to reinforce the bar between the narrowing pieces 121 and 122. The upper plate supporting means for fixing the 123 to support the middle of the upper plate 104 with the reinforcing table 123 to reinforce the firmness of the upper plate 104.

또한, 상기 에이치빔(101)의 상면에 암나사관(10)을 용접하여 고정하며, 상판체결대(103)과 상판(104)에 상기한 암나사관(10)을 관통하는 구멍(103')(104')을 천공한다.Further, the female threaded pipe 10 is welded to the upper surface of the H beam 101 to be fixed, and the hole 103 ′ penetrating the upper screw fastening table 103 and the upper plate 104 through the female screw pipe 10 described above ( 104 ').

상기 상판(104)의 구멍(104')이 천공된 상면에 기둥체결구(20)를 얹은 상태에서, 기둥체결구(20)를 암나사관(10)에 연결하는데, 상기 기둥체결구(20)는 플레이트(21) 저면에는 숫나사봉(22)을 형성하고, 상면에는 삽착관(23)을 형성하여서 된 것으로서, 상기 숫나사봉(22)을 구멍(103')(104')을 통하여 암나사관(10)에 끼워 기둥체결구(20)를 암나사관(10)에 연결한 다음 삽착관(23)에 난간기둥(105)의 하단을 삽착하여 상판(104) 좌우 변에 다수의 난간기둥(105)을 설치하는 기둥 체결수단을 구성하여서 된 것이다.The column fastener 20 is connected to the female screw tube 10 in a state where the column fastener 20 is placed on the upper surface of the hole 104 ′ of the upper plate 104. The male screw rod 22 is formed on the bottom surface of the plate 21, and an insertion tube 23 is formed on the upper surface of the plate 21, and the male screw rod 22 is formed through a hole 103 'and 104'. 10) the column fasteners 20 are connected to the female screw tube 10, and then the lower end of the handrail pillar 105 is inserted into the insertion tube 23, and a plurality of handrail pillars 105 are disposed on the left and right sides of the top plate 104. It is to configure the pole fastening means for installing.

이상과 같이 된 본 발명의 기둥 체결수단은 숫나사봉(22)을 암나사관(10)에 나사 끼움 할 때에 상판(104)의 상면에 플레이트(21)가 밀착된 상태로 기둥체결구(20)가 고정되기 때문에 기둥체결구(20)가 매우 견고하게 체결된 상태에서 난간 기둥(105)이 삽착관(23)에 체결되어 난간기둥(105)이 매우 견고하게 설치되는 것이다. The pillar fastening means of the present invention as described above is the column fastener 20 in the state in which the plate 21 is in close contact with the upper surface of the upper plate 104 when screwing the male threaded rod 22 to the female threaded pipe (10) Since it is fixed, the handrail pillars 105 are fastened to the insertion tube 23 in the state in which the fastener 20 is very firmly fastened so that the handrail pillars 105 are very firmly installed.

도 1은 본 발명의 분해 사시도.1 is an exploded perspective view of the present invention.

도 2는 본 발명의 종단면도.2 is a longitudinal sectional view of the present invention;

도면의 주요 부분에 대한 부호의 설명Explanation of symbols for the main parts of the drawings

10......암나사관. 20.......기둥체결구. 21......플레이트.10 ...... Female thread. 20 ....... Pillar fasteners. 21 ...... plate.

22......숫나사봉. 23.......삽착관. 100.....교각.22 ...... Male thread. 23 ....... Intubation tube. 100 ..... piers.

101......에이치빔. 102......장치대. 103.......상판체결대.101 ...... H Beam. 102 ...... 103 ....... Tops.

104......상판. 103', 104'......구멍. 105....... 난간기둥. 104 ...... 103 ', 104' ...... holes. 105 ....... A handrail column.

110.....보강편. 111.....연결편. 112.......협착판. 110 ..... Enhancements. 111 .... Connections. 112 ....

120......앵글. 121, 122.....협착편. 123.....보강대.120 ...... Angle. 121, 122 ..... Stenosis. 123 ....

Claims (2)

교각(100)의 상단에 설치한 에이치빔(101)의 외면에 장치대(102)를 삽착하고, 상기 에이치빔(101)의 상면에 상판체결대(103)와 상기 상판체결대(103) 상면에 목교의 상판(104)을 부착하며, 상판(104) 상면 좌우 변에 다수의 난간기둥(105)을 설치 구성하며; The device table 102 is inserted into the outer surface of the H-beam 101 installed at the upper end of the bridge 100, and the upper plate fastening table 103 and the upper plate fastening table 103 are disposed on the upper surface of the H-beam 101. Attaching the wood plate 104 to the wood bridge, and installing a plurality of handrail pillars 105 on the left and right sides of the top plate 104; 상기 에이치빔(101)의 상부 플랜지 외측 하면에 보강편(110)의 수평판부를 용접연결하고, 에이치빔(101)의 내측 상, 하부 플랜지 사이 단부에 판상의 연결편(111)을 용접으로 연결하며, 상기 연결편(111)에 협착판(112)을 볼트로 연결하고, 상기 보강편(110)과 협착판(112)이 상판체결대(103)를 협착 고정되고;The horizontal plate portion of the reinforcing piece 110 is welded to the outer bottom surface of the H-beam 101, and the plate-shaped connecting piece 111 is welded to the end between the inner and lower flanges of the H-beam 101. Connecting the squeezing plate 112 to the connecting piece 111 with a bolt, and the reinforcing piece 110 and the squeezing plate 112 are fixed to the upper plate fastening stand 103. 상기 보강편(110)은 외면이 호형으로 형성된 상판체결대(103)의 외면을 감싸 결속할 수 있게 상기 상판체결대(103)의 외면에 대응하는 호형으로 형성된 수직판부와 상기 수직판부의 하단에서 직각으로 돌출되는 수평판부로 구성되며;The reinforcing piece 110 is formed at the lower end of the vertical plate portion and the vertical plate portion formed in an arc shape corresponding to the outer surface of the upper plate fastening stand 103 so as to surround the outer surface of the upper plate fastening stand 103 formed in an arc shape. A horizontal plate portion projecting at right angles; 상기 에이치빔(101)의 외측과 내측 측에 보강편(110)과 연결편(111)을 용접으로 연결하고, 상기 연결편(111)에 협착판(112)을 볼트로 연결하며, 상기의 보강편(110)과 협착판(112)이 상판체결대(103)를 협착 고정되게 구성되고;The reinforcing piece 110 and the connecting piece 111 are welded to the outer side and the inner side of the H beam 101, the connecting plate 111 is bolted to the connecting piece 111, and the reinforcing piece ( 110 and the constriction plate 112 is configured to constrict the upper plate fastening stand 103; 상기 에이치빔(101)의 내면에 직각방향으로 앵글(120)을 연결하고, 앵글(120)의 상면 중간 중간에 협착편(121)(122)을 부착하여 협착편(121)(122) 사이에 보강대(123)를 고정하며, 상판(104)의 중간 중간을 보강대(123)로 받쳐 상판(104)의 견고함을 보강하는 상판 받침 수단이 구성되며;The angle 120 is connected to the inner surface of the H-beam 101 at right angles, and the stenosis pieces 121 and 122 are attached to the middle of the upper surface of the angle 120 to between the stenosis pieces 121 and 122. A top plate supporting means for fixing the reinforcing table 123 and supporting the middle of the top plate 104 with the reinforcing table 123 to reinforce the firmness of the top plate 104; 상기 에이치빔(101)의 상면에 암나사관(10)을 용접하여 고정하며, 상판체결대(103)과 상판(104)에 상기한 암나사관(10)을 관통하는 구멍(103')(104')을 천공 형성하며, 상기 상판(104)의 구멍(104')이 천공된 상면에 기둥체결구(20)를 얹은 상태에서 기둥체결구(20)를 암나사관(10)에 연결하되,A hole 103 ', 104' is welded and fixed to the upper surface of the H beam 101, and penetrates the female screw tube 10 to the upper plate fastening stand 103 and the upper plate 104. ) To form a hole, and connects the column fastener 20 to the female screw tube 10 in the state where the column fastening hole 20 is placed on the upper surface of the hole 104 'of the upper plate 104, 상기 기둥체결구(20)는 플레이트(21) 저면에 숫나사봉(22)을 형성하고, 상면에는 삽착관(23)을 형성하며, 상기 숫나사봉(22)을 구멍(103')(104')을 통하여 암나사관(10)에 끼워 기둥체결구(20)를 암나사관(10)에 연결한 다음 삽착관(23)에 난간기둥(105)의 하단을 삽착하여 상판(104) 좌우 변에 다수의 난간기둥(105)을 설치하는 기둥 체결수단을 구성한 것을 특징으로 하는 목교의 난간기둥설치장치.The pillar fastener 20 forms a male threaded rod 22 on the bottom surface of the plate 21, an insertion tube 23 on the upper surface thereof, and the male threaded rod 22 with holes 103 ′ and 104 ′. Connect the column fastener 20 to the female threaded pipe 10 by inserting the female screw tube 10 through the female threaded pipe 10, and then inserting the lower end of the handrail pillar 105 into the insertion tube 23 to the left and right sides of the upper plate 104. Balustrade pillar installation device of the wooden bridge, characterized in that the pole fastening means for installing the handrail pillars (105). 삭제delete
KR1020090130494A 2009-12-24 2009-12-24 Railing pillar establishment system of timber trestle bridge KR101159684B1 (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09209537A (en) * 1996-02-01 1997-08-12 Binifureemu Kogyo Kk Erecting method for handrail stanchion
JPH10212843A (en) * 1997-01-30 1998-08-11 Matsushita Electric Works Ltd Support structure of external structural column
KR20090118682A (en) * 2008-05-14 2009-11-18 우정건설조경(주) The floating bridge units

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09209537A (en) * 1996-02-01 1997-08-12 Binifureemu Kogyo Kk Erecting method for handrail stanchion
JPH10212843A (en) * 1997-01-30 1998-08-11 Matsushita Electric Works Ltd Support structure of external structural column
KR20090118682A (en) * 2008-05-14 2009-11-18 우정건설조경(주) The floating bridge units

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