KR20160118703A - Longitudinal inspection frame for bridge - Google Patents

Longitudinal inspection frame for bridge Download PDF

Info

Publication number
KR20160118703A
KR20160118703A KR1020150047217A KR20150047217A KR20160118703A KR 20160118703 A KR20160118703 A KR 20160118703A KR 1020150047217 A KR1020150047217 A KR 1020150047217A KR 20150047217 A KR20150047217 A KR 20150047217A KR 20160118703 A KR20160118703 A KR 20160118703A
Authority
KR
South Korea
Prior art keywords
plate
bridge
members
foot
wall plate
Prior art date
Application number
KR1020150047217A
Other languages
Korean (ko)
Other versions
KR101789124B1 (en
Inventor
하정훈
안준오
Original Assignee
하정훈
안준오
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 하정훈, 안준오 filed Critical 하정훈
Priority to KR1020150047217A priority Critical patent/KR101789124B1/en
Publication of KR20160118703A publication Critical patent/KR20160118703A/en
Application granted granted Critical
Publication of KR101789124B1 publication Critical patent/KR101789124B1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/10Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/106Movable inspection or maintenance platforms, e.g. travelling scaffolding or vehicles specially designed to provide access to the undersides of bridges

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The present invention relates to a longitudinal bridge check stand installed at the lower part of a bridge top plate to confirm the installation / connection state of a bridge, a girder, etc. of a bridge with a naked eye for the maintenance of the bridge.
The present invention is characterized in that " a side member formed by joining an outer wall plate and an inner wall plate on both sides of a bottom plate and having a U-shaped cross section, the outer wall plate being higher than the inner wall plate; A foot member having a side plate coupled to the side plates in a downward direction on both sides of the top plate and having a ∩-shaped cross section, the side plate being formed lower than the outer plate of the side member; And a plurality of lateral members arranged at equal intervals, the longitudinal members being provided so as to traverse the two side members spaced apart from each other in a state in which the inner wall plates face each other; Wherein a plurality of the foot members are mounted on the transverse member so as to form a continuous surface side by side in the width direction between the side members, The longitudinal bridge check table is characterized in that it is configured to abut the surface of the longitudinal bridge.

Description

Longitudinal inspection frame for bridge

The present invention relates to a longitudinal bridge check stand installed at the lower part of a bridge top plate to confirm the installation / connection state of a bridge, a girder, etc. of a bridge with a naked eye for the maintenance of the bridge.

Bridges are equipped with maintenance checklists. [Refer to Fig. 1] is an example of the installation state of the bridge check station, where A is a transverse bridge check stand installed along the upper part of the pier, and B part is a longitudinal bridge inspection stand installed along the bridge roof.

[Reference Figure 1]

Figure pat00001

Conventional longitudinal bridge check stand is installed by hanging on the beam at the lower part of the bridge roof by assembly of the c-shaped steel, L-shaped steel, foot plate and so on. There was a problem.

1. Korean Patent No. 10-2000-0036274 "Assembly-type bridge inspection table and method of construction thereof" (disclosed on May 7, 2000) 2. Korean Registered Patent No. 10-0909486 "Prefabricated Bridge Inspection Stand" (issued on July 20, 2009) 3. Korean Registered Patent No. 10-1168205 "Bridging Maintenance Inspection Stand and Method of Construction" (2012. 07. 25. Announcement) 4. Korean Registered Utility Model 20-0397413 "Bridge Inspection Stand" (Notice of October 04, 2005) 5. Korean Registered Patent No. 10-0706932 "Hanging Bridge Inspection Stand" (2007. 04. 13. Announcement)

It is an object of the present invention to provide a longitudinal bridge inspection stand which is easy to assemble by reducing the number of members to be assembled and a fastening site, and is also advantageous in maintenance.

In order to solve the above-mentioned problems, the present invention is characterized in that " a side member having an outer wall plate and an inner wall plate joined upward on both sides of a bottom plate and having a U- shaped cross section and the outer wall plate being higher than the inner wall plate; A foot member having a side plate coupled to the side plates in a downward direction on both sides of the top plate and having a ∩-shaped cross section, the side plate being formed lower than the outer plate of the side member; And a plurality of lateral members arranged at equal intervals, the longitudinal members being provided so as to traverse the two side members spaced apart from each other in a state in which the inner wall plates face each other; Wherein a plurality of the foot members are mounted on the transverse member so as to form a continuous surface side by side in the width direction between the side members, The longitudinal bridge check table is characterized in that it is configured to abut the surface of the longitudinal bridge.

According to the present invention, there is also provided a railway vehicle comprising: a railing including an equal spaced stanchion and a guard bar transversely coupled between the stanchions; a staircase provided outside the both side members, ≪ / RTI > and " longitudinal bridge checkbeds "

Further, the present invention is characterized in that " a supporting member having a plurality of longitudinal members arranged side by side at equal intervals, the supporting members being supported by the side members at both ends thereof; And a suspension member coupled to both ends of the support beam, respectively; And a longitudinal bridge check table which is characterized by further comprising:

Further, according to the present invention, the " transverse member is a round bar, and the transverse member is installed and fixed so as to protrude outwardly from the outer wall plate through a lower portion of the side member, .

In addition, the present invention is characterized in that: the transverse member is a square member, and the inner wall plate of the side member is provided with an insertion groove in a downward direction from an upper end thereof, and both ends of the transverse member are inserted into the insertion groove, ≪ / RTI > and " longitudinal bridge checkbeds "

According to the present invention, since the transverse members crossing the side members disposed on both sides are provided at equal intervals, the frame for installing the foot member can be easily assembled, and the foot members can be mounted on the transverse member in the longitudinal direction, So that a large number of fastening operations can be omitted.

1 is a side view of a first embodiment of a bridge check unit provided by the present invention.
[Fig. 2] is a plan view of the first embodiment of the bridge check unit provided by the present invention.
[Fig. 3] is a front view of the first embodiment of the bridge check unit provided by the present invention.
Fig. 4 is an enlarged view of part A of Fig. 3; Fig.
5 is an exploded perspective view of a section of a first embodiment of a bridge checker provided by the present invention.
6 is a perspective view of one section of the first embodiment of the bridge checker provided by the present invention.
[Fig. 7] is a front view of the second embodiment of the bridge check unit provided by the present invention. [Fig.
[Fig. 8] is a perspective view of a process of joining a timber having a T-shaped cross section as a transverse member to a side member.

The present invention is characterized in that " the outer wall plate 112 and the inner wall plate 113 are coupled to both sides of the bottom plate 111 in an upward direction, A side member (110) formed to have a higher height; The side plate 122 is connected to the side plate 122 in a downward direction on both sides of the upper plate 121 and has a foot member 120); And the inner wall plate 113 are disposed to be spaced apart from each other and disposed to be spaced apart from the two side members 110. The lateral members 130 are disposed at equal intervals; Wherein a plurality of the foot members 120 are mounted on the transverse member 130 so as to form a continuous surface side by side in the width direction between the side members 110 while the foot member 120 disposed on both sides And each of the outer side plates (122) is configured to abut on an inner surface of the outer side plate (112) of the side member (110).

Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

The longitudinal bridge check stand 100 provided by the present invention is provided with the side member 110, the foot member 120 and the side member 130, as shown in Figs. 3 and 7, A pathway is provided.

4, the side member 110 is a long member having a U-shaped cross-section in which the outer wall plate 112 and the inner wall plate 113 are coupled to both sides of the bottom plate 111 in the upward direction And the outer wall plate 112 is formed higher than the inner wall plate 113. These side members 110 are arranged on both sides of the passage in the longitudinal direction so that a relatively high outer wall plate 112 is located on the outside and a relatively low inner wall plate 113 is located on the inside.

The lateral members 130 are longitudinal members arranged to cross the two side members 110 arranged in parallel to each other with the inner wall plates 113 facing each other.

As the transverse member 130, a round bar may be applied, or a square member may be used.

When the round bar is used as the lateral member 130, the lateral member 130 (round bar) passes through the lower portion of the side member 110 as shown in FIGS. 5 and 6 And both ends thereof are installed and fixed so as to protrude outward from the outer wall plate 112, respectively. A nut or the like may be fastened and fixed in a state where both ends of the transverse member 130 (round bar) protrude through the inner wall plate 113 and the outer wall plate 112 of the side members 110 on both sides. By providing a plurality of the lateral members 130 (circular rods) at equal intervals as described above, the pedestal member 120 is provided with a mounting frame.

When a rectangular member is used as the lateral member 130, an insertion groove 114 is formed in the inner wall plate 113 of the side member 110 from the upper end to the lower end, Both ends of the groove can be inserted and fixed in the insertion groove 114. At this time, any one of T, L, U, I, H, K, and C can be applied to the cross section of the transverse member (130). The forming width and the depth of the insertion groove 114 should be adjusted according to the shape of the slab applied to the transverse member, but the slab should be stably inserted so as not to be separated. 8 illustrates a process of joining the side member 110 by applying a slab having a T-shaped cross-section among the slabs applicable to the side members as the transverse member 130. FIG.

4 and 7, the foot member 120 is a longitudinal member having an ∩-shaped cross-section joined to both sides of the upper plate 121 in a downward direction to form a side plate 122, (122) is formed lower than the outer wall plate (112) of the side member (110). A plurality of such foot members 120 are mounted on the transverse member 130 (circular rod or plate) so as to form a continuous surface side by side in the width direction between the side members 110 to complete the passage of the longitudinal bridge check base 100 do. At this time, the foot members 120 disposed on both sides should be in close contact so that the outer side plates 122 are in contact with the inner surface of the outer side plate 112 of the side member 110, Can be supported by the inner wall plate 113 of the side member 110, so that the safety of the pedestal member 120 can be improved. The upper plate 121 of the foot plate member 120 is positioned lower than the outer plate 112 of the side member 110 in a state where the foot plate member 120 is mounted on the transverse member 130 So that the installation state of the foot plate member 120 and the safety of the operator can be further enhanced. In this case, the outer wall plate 112 prevents the worker's foot from coming out to the outside.

In addition, a foot plate 123 coupled inwardly at the lower ends of the both side plates 122 of the foot plate member 120 may be further configured to allow the foot plate 123 to contact the lateral member 130 . A plurality of perforations 124 may be formed in the upper plate 121 of the foot member 120 to reduce its own weight.

The handrail 140 can be coupled to both sides of the passage configured as described above, that is, outside the both side members 110, as shown in FIGS. 3 to 7. The railing 140 may include a strut 141 formed at equal intervals and a guard bar 142 transversely coupled between the struts 141. The lower end of the strut 141 may include a side wall To the outside of the outer wall plate (113) of the housing (110).

In addition, the present invention can also constitute a support beam 150 which is a long member supporting the both side members 110. The support beams 150 may be formed of L-shaped steel, I-shaped steel, H-shaped steel, c-shaped steel, and various pipes. A plurality of the support beams 150 may be arranged at equal intervals in the lower portion of the side member 110 And the suspension member 160 is coupled to both ends of the support beam 150 so that the suspension member 160 is coupled to a beam or the like on the lower portion of the bridge top plate 1 as shown in FIG. . The suspension member 160 may also be an L-shaped steel, an I-shaped steel, an H-shaped steel, or the like.

1 and 2 show one embodiment of a longitudinal bridge check station 100 configured as described above. While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed exemplary embodiments. Accordingly, the appended claims are intended to cover such modifications and changes as fall within the true scope of the present invention.

1: bridge top plate 100: longitudinal bridge inspection stand
110: side member 111: bottom plate 112: outer wall plate
113: inner wall plate
120: foot member 121: upper plate 122: side plate
123: Base plate 124: Perforation
130: round bar
140: Railing 141: Support 142: Guard-bar
150: support beam 160: suspension member

Claims (7)

The outer plate 112 and the inner plate 113 are connected to each other on both sides of the bottom plate 111 so that the outer plate 112 is positioned higher than the inner plate 113, Member (110);
The side plate 122 is connected to the side plate 122 in a downward direction on both sides of the upper plate 121 and has a foot member 120); And
A longitudinal member installed across the two side members 110 arranged in parallel and spaced apart from each other in a state in which the inner wall plate 113 is opposed to the lateral member; , ≪ / RTI >
A plurality of the foot members 120 are mounted on the transverse member 130 so as to form a continuous surface side by side in the width direction between the side members 110. The foot members 120 disposed on both sides are respectively connected to the outer side plates 122 ) Is in contact with the inner surface of the outer wall plate (112) of the side member (110).
The method of claim 1,
Wherein the foot plate member (120) further comprises a foot plate (123) joined inwardly at the lower ends of both side plates (122).
The method of claim 1,
A handrail 140 is installed outside the both side members 110 and includes a guard 141 formed at regular intervals and a guard bar 142 transversely coupled between the supports 141, 141) is coupled to the outside of the outer wall plate (112).
4. The method of claim 3,
A supporting member 150 which is coupled to the side members 110 at both ends to support the side members 110; And
A suspension member 160 coupled to both ends of the support beam 150; (100). ≪ / RTI >
5. The method according to any one of claims 1 to 4,
The transverse member 130 is a round bar,
Wherein the transverse member (130) is installed and fixed such that both ends of the transverse member (130) penetrate a lower portion of the side member (110) and are protruded to the outside of the outer wall plate (112).
5. The method according to any one of claims 1 to 4,
The lateral member 130 is a square member and the inner plate 113 of the side member 110 is formed with an insertion groove 114 from the upper end to the lower end,
And both ends of the lateral member (130) are fitted and fixed to the insertion groove (114).
The method of claim 6,
Wherein the cross section of the transverse member (130) is any one of a T-shape, an L-shape, a U-shape, an I-shape, an H-shape, a elliptical shape and a c-shape.
KR1020150047217A 2015-04-03 2015-04-03 Longitudinal inspection frame for bridge KR101789124B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020150047217A KR101789124B1 (en) 2015-04-03 2015-04-03 Longitudinal inspection frame for bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020150047217A KR101789124B1 (en) 2015-04-03 2015-04-03 Longitudinal inspection frame for bridge

Publications (2)

Publication Number Publication Date
KR20160118703A true KR20160118703A (en) 2016-10-12
KR101789124B1 KR101789124B1 (en) 2017-10-23

Family

ID=57173872

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020150047217A KR101789124B1 (en) 2015-04-03 2015-04-03 Longitudinal inspection frame for bridge

Country Status (1)

Country Link
KR (1) KR101789124B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108755452A (en) * 2018-05-31 2018-11-06 谢世泽 A kind of high stability cable type bridge maintenance device
CN109577199A (en) * 2018-11-07 2019-04-05 同济大学 A kind of bridge lateral prestressed stretch-draw rack

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102314430B1 (en) 2021-02-03 2021-10-19 주식회사 에스티 Bridge longitudinal inspection facility

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20000036274A (en) 1999-06-25 2000-07-05 김소희 A build-on inspection equipment for bridges and a process for mounting there of
KR200397413Y1 (en) 2005-07-12 2005-10-04 주식회사 엘엔비 Bridge
KR100706932B1 (en) 2006-08-25 2007-04-13 주식회사 수성엔지니어링 Apparatus for inspecting bridge
KR100909486B1 (en) 2009-04-03 2009-07-28 (주)디에스지 Fabricated inspecting support of bridge
KR101168205B1 (en) 2011-11-14 2012-07-25 두한종합건설 주식회사 Bridge maintenance and administrative passage and constructing method thereof

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200276915Y1 (en) * 2002-02-18 2002-05-27 조정임 Bridge inspection of length course
JP2003239532A (en) * 2002-02-21 2003-08-27 Shinoda Seisakusho:Kk Walkway unit and manufacturing method for the same
KR101024655B1 (en) * 2010-12-08 2011-03-25 신성화인스틸 주식회사 Production of scaffold safety board for construction and this and installation method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20000036274A (en) 1999-06-25 2000-07-05 김소희 A build-on inspection equipment for bridges and a process for mounting there of
KR200397413Y1 (en) 2005-07-12 2005-10-04 주식회사 엘엔비 Bridge
KR100706932B1 (en) 2006-08-25 2007-04-13 주식회사 수성엔지니어링 Apparatus for inspecting bridge
KR100909486B1 (en) 2009-04-03 2009-07-28 (주)디에스지 Fabricated inspecting support of bridge
KR101168205B1 (en) 2011-11-14 2012-07-25 두한종합건설 주식회사 Bridge maintenance and administrative passage and constructing method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108755452A (en) * 2018-05-31 2018-11-06 谢世泽 A kind of high stability cable type bridge maintenance device
CN108755452B (en) * 2018-05-31 2021-07-23 谢世泽 High stability cable formula bridge overhauls device
CN109577199A (en) * 2018-11-07 2019-04-05 同济大学 A kind of bridge lateral prestressed stretch-draw rack

Also Published As

Publication number Publication date
KR101789124B1 (en) 2017-10-23

Similar Documents

Publication Publication Date Title
KR101546304B1 (en) A bridge having truss structure assembling handrail and girder
KR101678849B1 (en) Cable Bridge and Constructing Method thereof
KR101534833B1 (en) Passing road width increased extention footbridge and construction method of the same
KR100779059B1 (en) Check equipment for bridge of a deferred type and construction method thereof
US20100170194A1 (en) Girders for reinforcing concrete and method for connecting them to pillars in order to provide continuity from bay to bay
KR101550058B1 (en) Extension footpath and construction method there therewith
KR200432594Y1 (en) A constructed footpath of a bridge
KR101789124B1 (en) Longitudinal inspection frame for bridge
JP2001146718A (en) Bridge floor slab projection moving and supporting structure
KR20140008830A (en) Form device
KR100373783B1 (en) A temporary bracket for construction of precast concrete beam bridge and the temporary work method using the same
JP2012102468A (en) Movable scaffold for repairing bridge lower face and installation method for the same
KR101265098B1 (en) Assembly type guard rail
KR20100034633A (en) Passage for inspecting the pier of a bridge
KR101875476B1 (en) Wooden Bridge Structure for Biosphere Preservation and a Construction Method Thereof
JP2016014236A (en) Suspended scaffold
JP6520533B2 (en) Overhead crane support device and load receiving member
JP6368628B2 (en) Mobile scaffold and inspection / repair method using the mobile scaffold
JP5807883B1 (en) Suspended scaffolding
KR200340325Y1 (en) Bridge inspection
CN212426684U (en) Steel arch bridge hunch seat embedded support and embedded structure
KR100278830B1 (en) Safety Work Platform for Pier Head Facility
JP5409955B1 (en) Steel bridge structure
JP5827588B2 (en) Floor slab reinforcement structure and reinforcement method
CN216663835U (en) Beam section sliding track system

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
AMND Amendment
E601 Decision to refuse application
AMND Amendment
X701 Decision to grant (after re-examination)
GRNT Written decision to grant