THROUGH BRIDGE USING SIDE BEAM AND SLAB SEGMENT AND BRIDGE CONSTRUCTION METHOD USING SAME

07-09-2016 дата публикации

Номер:

KR101654657B1

Автор: SONG, JEONG WOO

Принадлежит: JOOSIN, SONG, JEONG WOO, NEW TECH CO., LTD.

Контакты:

Номер заявки: 01-15-102065456

Дата заявки: 25-11-2015

[1]

The present invention refers to side beam [...] segments based on uses of the slab using the same and relates to method bridge construction. More specifically a netizen visits the under friendship by minimized expensive under elder brother address transition within support and ensure the efficient and mirror number aspects [...] segments based on uses of the slab beam using the same and relates to method bridge construction.

[2]

Conventional number by sealing foil material [...]work method upper structure and lower wall structure integrally comprises first wall structure the lower form construction, and the upper structure and lower wall structure for integrating is buried by using an and a rail for each of the zones after installation soundproof the wall structure and superstructure and coating a photoresist on the resultant structure is a process. Volume a large part the test piece the friendship which carries on shoulder existing the negative moment is generated a door number small is point of a SPAN of short [...] been applied only bridge.

[3]

The precast in rigid frame bridge construction conventional debugging command in the debugging [...] manner constitution: method also introduced.

[4]

I.e., also a construction manner precast with a conventional 1a the structural scandal which carries on shoulder is formed inside the tie. shown perspective view. I.e., that petal issue segment (10) is arranged at the ground a, extend upward segment that petal issue said output is connected to wall segment (20) are arranged on both sides of the, said amount wall segment between an upper portion top plate segment (30) extend in a front/the longitudinal centre line of the by a rope. construction the structure which carries on shoulder it will ask the.

[5]

the that petal issue, amount wall portion, top plate segment by small number manner precast both construction and downwardly on a curved portion, top plate segment (30) the precast top plate (32) absorbent longitudinal together concrete top plate to the top surfaces (33) SPAN bridge in a short term by construction is laterally tension material (31) to be introduced is prestressed using was can be.

[6]

the upper concrete (33) and a that petal issue segment (10), which concrete bottom between an original position manner sealing foil material thereby assuring the stability against construction as while segments through and to give the integrity is especially.

[7]

However such [...] amount of wall segments are used as the test piece allowing the reservoir unit to be secured each other method for treating is critical, as they these fixed manner part of light emitted from at least the girder memo mortar is according to a second detector may be located to is that is enabled.

[8]

Further in a longitudinal direction slab [...] positioned on a lower girder also as with conventional bridge [...] by 1b (70, UCB) and a PSC girder (80) compares shown in the construction cross-sectional drawing a commercial-scale, low [...]elder brother high price than girder PSC that is advantageous to change of view during track, slab connection section and by a decrease amount as props non can be reduced, and that unit is off. (under friendshipelder brother high price lower type it does, hearth furnace Church girder of light emitted from at least the very great can be. can be viewed)

[9]

The switched on to lower channel bridging (C) [...] installation overall also is it is shown a perspective view is 1c, channel bridging segment for (10) also is shown in the a cross-sectional shape of a is 1d.

[10]

Typically (over-pass Bridge) bridge pass over a roadway a foundation for. a bridge. Which are traversed to each gabion in bridge pass over such road disposed on top of an under elder brother to each gabion in bridge pass over since the encroachment of space a large traffic surface construction hindering-is on many number medicine follow during and for constructing bridge space under elder brother necessary even when completed is necessary that to sufficiently secure the

[11]

For such needs to meet road which are traversed by refrigerant delivered from the lower stage in an area of the shingle pass bridge on the traveling condition of a can be disturbed, the controller enable signal is enabled, quickly purpose: a bridge construction method the evacuated as are channel bridging (Channel Bridge, American patent number 5577284 call) is.

[12]

Said channel bridging (C) 1c such as a door has a longitudinally extending beam flange outwardly lateral upper surface as (1) inner surface is protruded is wall metal interconnection of semiconductor device parameters wall (2) is so installed to be opposite to each other is formed beam both sides (11); and said side beams (11) extending longitudinally on the inner lower between the deck slab (12) a cross-sectional shape of a the same formed of channel bridging for precast segment member (10) having a parallel such as a 1c by is bridge completed by binding a water.

[13]

The, said side beams (11) internal upper/lower the length direction of the PC steel wire (13) e.g. post tensioned fixing strained and is embedded to, also 1d such as a, deck slab (12) lower and side beams (11) transverse even lower PC steel wire (14) is further buried normally small number factory is fixing tension test results based on the detection.

[14]

Said deck slab (12) over a surface of the pavement layer (15) is formed, said pavement layer (15). is then channeled through vehicle is over.

[15]

Such channel bridge for precast segment member (10) has for other bridge the cross sectional structure packetized slim the positive voltage is taken form, under elder brother encroachment of in the bypass tube for constructing bridge space which are traversed not number a vat of road and if required,

[16]

Precast number using the key work method as well as excellent quality control, to be rapidly engaged mechanically segments in field in a desired angle to the one side of the cost of air reduction a mirror under public affairs number bridge pass over number is enabled.

[17]

Such advantages with a side channel bridging the contains only slab deck beam and selects only a key is configured, and side beams such as an action by the load (11) the cross sectional structure + collect call service charges little is forms the bottom of the.

[18]

In addition side beams (11) of the barrier, which also serves to at least required height of load support designed to be is reserved considering ground beam of the side surface is defined.

[19]

Such side beams (11) and small number in at factory and, after facilitate manufacture, transport, pre construction being provided with an abutment, the pier, for installation in a papermaking machine, from one track to another side alternately one in field and other launched in pier or in such a way is installing the hypothesis of, such hypothesis is supported system is launched to flange outwardly the upper side beam (1) is protruded is.

[20]

Further a lateral beam inner wall surface (2) treated with the parameters (Parapet Wall) [...] barrier as perform the function and possible, [...] parameters on joint construction concrete segment below the formed bracket a wall having an inner surface inclined is parts, side beam and surface inclined surface outer wall, deck slab (12) said upper surface to bottom pavement layer bracket portion (15) second is.

[21]

The component is no longer required channel configuration segments generally is forms the bottom of the U-formed cross section, and, number and hypothesis and small number to reduce work expense the same cross - sectional shape is small number factory prefabricated and carried the field as a conventional vehicle in situ plurality of segments (10) is thus made the processor is coupled in parallel at the each other is.

[22]

However, such channel bridge structure mainly of the side beam slab the deck-loaded (12) the under elder brother space, and the like first transmitted layer is thicker than depth forming along design cross section band width is increased transverse to, at the same time, when to be secured in its application is had.

[23]

The, width circle (disposition) to design a mode of channel bridging is wide, the value which is obtained by setting the transverse i.e. constructing a channel bridging is side beams eventually order (11) capable of increasing the height of cross-section, and to wall beam side when bigger determines that the driver is traveling insulating layer is formed on the first polarity, a use off mode and the, deck slab must be increased thickness value which is obtained by setting the channel bridging self-weight of the constitution can only the installation display channel bridging a freight undesirable door that number into the body.

[24]

Conventional eventually [...]under elder brother space (type and), they can secure sufficient that side to gather in a manner to alleviate the strain beam the steel thread number that easily applying to be capable of.

[25]

The present invention refers to the for constructing bridge the bridge manner [...] bottom foundation in the current of a battery, and effectively load transmitted through the ground capable of transferring a set to correspond to the plurality of, under elder brother performed sufficiently to cope easily with the problem of road connection, the auxiliary structure such a room number longitudinal direction of the to optimize the gradient of the H and quickly the steel a side beam segments based on uses of the slab [...] method number bridge construction using the same and via the second inverter becomes a high ball time as large as that of number area.

[26]

Said techniques to achieve the present invention refers to number area,

[27]

First, first bottom foundation the present invention refers to number is allowed to proceed for a small amount which is the amount alternately with that petal unit via said Image signal and the first control signal alternately horizontally comprising connected to the inner beam both sides is to permit the.

[28]

Path extension unit alternately amount said end beam the lateral surface in the longitudinal direction where it is heated so as to support and bottom of the side beam concrete beam or I-formed cross section, and such purpose: to form bridge beam both sides and downwardly on a curved portion at least cross-directional width is lengthwise width dog 2.

[29]

Second, the side segments are type slab rests the U is adapted to be. the U type slab segment has a positive amount of segment type slab U on the upper surface side beams end flange and bottom of the support which realize an ACS mode stably and promptly determined that the restriction on the is side surfaces is connected to the semiconductor layer.. U the two concentration and other self-weight of the segment type slab top loading a gravity direction or the opposite direction since act than bonding the sheet to the side girder on the upper surface side by acting load is prestressing the torsional loads which is formed between the first and which comprises, laterally adjacent lateral beam is rests on the upper surface U type slab segments is such that it fits the U more effectively beam both sides lateral and internal edges of segment type slab is enabled.

[30]

Said U U segment type slab both sides and bottom of the plate-like bottom for the rear side beam for transmittal to a depth so as to form the line same plate so that a U-like bottom for a side plate which may be located between the inner beam or be made in between inner beam both sides, which also serves to retention of the is.

[31]

Third, the U type slab longitudinally so as to be in contact each other after placing an object segments and pressure-tight manner from each other in the longitudinal direction the (steel strand for PC, using anchor bolt) supporting on the upper surface the just made promptly finished bridge the one side of the bridge is.

[32]

By the present invention the bridge girder general under elder brother space (type and) of light emitted from at least the and, they can secure sufficient, further under friendshipthe elder brother it will select of a television is composed of, as it is hereby possible to minimize the peripheral connection road of the publisher's endpoints makes a very support and ensure during the address transition within grade and, small scaled bridge an installation more efficient by optimized [...] number of bridge manner can be striking.

[33]

In addition, alternately part bottom foundation including a ground region using an construction to prevent damage of rotation and fixed load action optimization of the cross-section according to number mirror than the number of bridge manner [...] can be striking.

[34]

Also with a conventional 1a the structural scandal which carries on shoulder perspective view, Also 1b also contrast and brother girder [...] with a conventional, Also 1c and 1d with a conventional construction under friendship cross-sectional drawing and segment perspective view, Also 2a, also 2b, 2c also, also 2d and 2e are [...] to prevent brakeaway and to eliminate noise perspective view of the of the present invention, Also 3a, 3b and 3c also of the method of the present invention using [...][...]the instruction worker which carries on shoulder features order of.

[35]

Based on a text content of the under reference to drawing in the present invention is in the field of the person with skill in the art is for a of the present invention in the embodiment to embodiment to hereinafter as further described.. However the present invention refers to variety of different is embodied in the form described in the embodiment where can be not limited to. Thereby unambiguously direct the drawing and described in the present invention and described for the portion that are independent of, specification similar parts throughout the drawing similar to he glued his code.

[36]

In an entire specification, certain on any configuration element when advisable to "includes", is especially opposite the substrate to which it is-free other features element number under the outside rather than other further include components to. meaning that it may be set.

[37]

[Of the present invention both sides [...] segments based on uses of the slab beam]

[38]

Also 2a, also 2b, 2c also, both sides of the present invention also the 2e and 2d segments based on uses of the slab beam [...] is formed inside the tie. shows are perspective view.

[39]

Both sides of the present invention segments based on uses of the slab beam [...] based on described in the embodiment 1 - 5 is equipped on a lower base (110), U type slab segment (130). difference in.

[40]

[In the embodiment 1 by [...] segments based on uses of the slab beam]

[41]

Said in the embodiment 1 by [...] segments based on uses of the slab beam (100) has door 2a such as a bottom foundation part (110), side beams (120) and U type slab segment (130) consists of including.

[42]

Said bottom foundation part (110) the bottom (111), amount alternately part (112) and bridge pier (113) consists of including.

[43]

Bottom said first (111) 2a such as a the also, the device to a certain thickness whereof concrete bridge-deck form small river in charge Image surface mounted on an upper portion of a decorative is installed at a part processing is water. The disposition of the present invention slope faces at the periphery the bridge is formed between corresponding width transverse constraining force longitudinal is at river is determined by and/or corresponding to width.

[44]

Said amount alternately part (112) the bottom (111) two longitudinal end portion includes vertically elongated beam both sides the upper end as a wall structure (120) is rests horizontally ends of be mounted horizontal upper surface (A) is especially purpose: to form.

[45]

Said bottom the component is no longer required (111) and amount alternately part (112) the direction lower footing part (110) is U-formed cross section, and being formed (retaining steps) can be viewed.

[46]

the bottom (111) the center of the pier (113) is the independent vertical pillar absence or quantity alternately such as the distal point of a can be forming the wall structure. Also in the case of independent vertical pillar 2a provided with a member. it is shown.

[47]

The, bottom foundation part (110) is alternately amount with that petal a working direction load dispersion by constructing form the transparent glass and the support is especially.

[48]

I.e., amount alternately part (112) integrated with a bottom (111) as U-formed cross section, and is arranged base (110) the lower ground (G) and are integrally formed to the forces which are delivery essentially of its beam both sides of both the gas circulation grooves ground via an alternately compares the phase of the external clock is transferred from the structural beams sinking while removing is enabled.

[49]

Said bottom well as (111) and amount alternately part (112) has-site the field introduction concrete or precast manner, further them. purpose: combination with each other.

[50]

Bottom but not shown in addition (111) the file is through the lower ground construction to be-bearing capability the number of the orderings of the amount thickness and slope faces at the periphery which is formed between the first and the section of the alternately is enabled.

[51]

Said side beams (120) for example reinforced concrete member longitudinally extending beam member is.

[52]

Such [...] beam both sides (120) such that rotary motion can be transferred in a state that a bending load both self-weight is generated while minimizing the optimizing the cross section it is important to the driving direction and speed of, the present invention refers to said beam in a square, in the form as illustrated at is provided with a.

[53]

Well as to other a cross-sectional shape of a i.e., to form beam both sides of I-formed cross section, and is shaped in the form of composite beam of steel and concrete't the correlation.

[54]

Such side beams (120) a respective processing availabilities prior and bottom of the bottom foundation part (110) amount of alternately part (112) where it is heated so as to support on the upper surface, is supported multicasting using simple pad, even when it is disposed and, supported in a bridge support timing carboxamidoimidazoles may be set for preventing the, horizontal top (113) and is fitted to the flow passage side the method which carries on shoulder one of coating a photoresist on the resultant structure. recognized the warning.

[55]

Only longitudinally extending refers to the has a horizontal plane an upper surface of a U type slab segment (130) may be supported bottom end flange amount of is when the.

[56]

Circuit and connects the electrode of the 2a 2 in the case of lateral beam (120) apart from each other in the lateral direction is ends of the body are attached to which 3 based on the cross-directional width bridge circuits two or more of a't correlation even when it is disposed.

[57]

the beam both sides (120) either end of amount of bottom foundation extending transverse the bottom alternately part (112) on the upper surface thus load is amount alternately but delivered to overall fertilizer application part, conventional [...] the combination unit is constituted slab to an interior bottom end such as a form function slab rather than U type slab segment (130) is passed between both side beams (120) on the upper surface amount in end flange square so that supported by the simply, in the form. is allowed to proceed for a small number.

[58]

Is a relatively stable and cross-sectional area large amount side beam if delivery load surface entire top surface since by using first and second splitter/is.

[59]

Also in the case of said beam both sides 2a (120) the pier (113) and amount alternately part (112) on the upper surface and bottom of the support being provided such that at can be viewed.

[60]

Said U type slab segment (130) are small number small number the precast manner, transporting and and a slide unit range to the e.g., longitudinal width 1m, 2m such as a unit U type slab segments is especially using and exactly aligned, and an ideal number.

[61]

The U type slab segment (130) has an integrally positive end flange (131) and U-like bottom for plate (132) which comprises, said amount end flange (131) prior the bottom of beam both sides longitude (120) is provided is supported on the upper surface of.

[62]

I.e., U two concentration and other self-weight of the segment type slab top loading a gravity direction or the opposite direction since act than bonding the sheet to the side girder on the upper surface side by acting load is prestressing the torsional loads which is formed between the first and which comprises, laterally adjacent lateral beam is rests on the upper surface U type slab segments is such that it fits the U more effectively beam both sides lateral and internal edges of segment type slab is enabled.

[63]

Plate-like bottom for said U (132) the bottom the rear side beam both sides for transmittal to a depth so as to form the line same plate so that a plate-like bottom for U (132) has a substantially slab of bridge serves the body both sides beam (120) which may be located between the inside or be made in between inner beam both sides, which also serves to retention of the is.

[64]

Further said U type slab segment (130) end flange amount of a contact outer beam both sides of the light extension end flange (133) is further by forming securing, handrail hole to be able to move translationally such as is be made,

[65]

end flange extension of the light a (133) not only a positive lateral end flange both sides opposing each other and formed such that it is outwardly beam conductive beam both sides is formed to surround, removed as much as predetermined height by to as not to affect which, also impact applied beam both sides can be buffer can be viewed.

[66]

The end flange extension of the light a (133) by combining the beam both sides a-sealing and self healing securing (is available in road bicycle), there is no need to separately constructing a main body of the light extension end flange a cut (133) form without't correlation may concrete.

[67]

Further said U type slab segment (130) the multiple amount end flange (131) and a U-like bottom for plate (132) so as to be in contact therewith longitudinally each other by which ensures integrity each other as is PC timing carboxamidoimidazoles longitudinally anchor bolt or steel strand for only two stainless steel plates, for example by to be it is preferable that the.

[68]

The U type slab segment (130) is passed between both side beams (120) upper surface and an inner longitudinal each other so surface condition when it is mounted are respectively placed at both directly layer packaging not shown U-like bottom for plate (132) forming a bridge is completed is can be made. Further said U-like bottom for plate (132) on the upper surface concrete each other and in the longitudinal direction of the plural shapes are formed in shape may be coating a photoresist on the resultant structure.

[69]

U type slab segment the component is no longer required (130) both sides when transmitted beam (120) distributed bottom foundation part (110) and a ground (G), final annealing is may be supported.

[70]

[In the embodiment 2 by [...] segments based on uses of the slab beam]

[71]

Said in the embodiment 2 by both sides [...] segments based on uses of the slab beam (100) has door 2b such as a bottom foundation part (110), side beams (120) and U type slab segment (130) when the equal to in the embodiment 1 but the, lower segment type slab form and U of the base (130). difference in.

[72]

the bottom foundation part (110) has door 2b such as a, bottom (111), amount alternately part (112) and bridge pier (113) the unit comprises a plurality of equals in the embodiment 1.

[73]

I.e., said bottom (111) has a thickness constant joint in concrete bridge-deck form small river mounted on an upper portion of a decorative surface charge Image processing is water is installed at a part. The disposition of the present invention slope faces at the periphery the bridge is formed between corresponding width transverse constraining force is determined by and/or corresponding to width river at longitudinal and downwardly on a curved portion in the embodiment 1 (L1) and (L2) of light emitted from at least the longitudinally extending length with some smaller (L1>L2) are can be viewed.

[74]

Said amount alternately part (112) in the embodiment 1 and difference wherein the, bottom (111) two longitudinal end a wall structure extends angularly upwardly from the upper end as beam both sides (120) is rests horizontally ends of be mounted horizontal upper surface (A) is especially purpose: to form.

[75]

The component is no longer required amount alternately part (112) formed laterally amount of river has number a device breakdown due to the room and a slant surface inclined, and display an Image as alternately embodied as a carrier for the room number which it will be alternately amount of inclined surfaces and the bottom part a connection part void to each other through steel pipe pile joint, no delamination occurs and the preferably end.

[76]

Such them formed inclined a wall structure an amount alternately part (112) alternately amount unlike the in the embodiment 1 can greatly reduce the electricity group ability construction for permitting both alternately part (112) lower ground support ground of any one of a circle on packetized shafts to bottom foundation part (110) is one side of the.

[77]

Said bottom the component is no longer required (111) and amount alternately part (112) the direction lower footing part (110) is U-formed cross section, and the same amount but such formed alternately part (112) is tilted, and the pulse widths of the great difference in the embodiment 1 is formed is can be viewed.

[78]

the bottom (111) the center of the pier (113) is formed further panel independent vertical pillar absence or quantity alternately such as the distal point of a can be forming the wall structure. Also in the case of independent vertical pillar 2b provided with a member is shown KIPO &, are also.

[79]

The, bottom foundation part (110) is alternately amount with that petal a working direction load dispersion by constructing form the transparent glass and the support are the same is.

[80]

I.e., amount alternately part (112) integrated with a bottom foundation part (110) is also in lower ground (G) and are integrally formed to the forces which are delivery essentially of its beam both sides of both the gas circulation grooves ground via an alternately compares the phase of the external clock is transferred from the sinking while removing structural beams amount which comprises alternately ground the clamp also bears against the ground below is used can be viewed.

[81]

Said bottom well as (111) and amount alternately part (112) has-site the field introduction concrete or precast manner, further them. purpose: combination with each other.

[82]

Bottom but not shown in addition (111) the lower ground through file is also the construction to be-bearing capability the number of the orderings of the amount thickness and slope faces at the periphery which is formed between the first and the section of the alternately is enabled.

[83]

Said side beams (120) for example reinforced concrete member longitudinally extending beam member, and is formed as elastic the equals in the embodiment 1.

[84]

Such [...] beam both sides (120) such that rotary motion can be transferred in a state that a bending load both self-weight is generated while minimizing the optimizing the cross section it is important to the driving direction and speed of, said beam in a square even in of the present invention in the embodiment 2, in the form as illustrated at is provided with a.

[85]

Other also well as a cross-sectional shape of a i.e., to form beam both sides of I-formed cross section, and is shaped in the form of composite beam of steel and concrete't the correlation.

[86]

[87]

Only longitudinally extending refers to the has a horizontal plane an upper surface of a U type slab segment (130) end flange amount of so it may be supported a bottom are the same.

[88]

I.e., side beams (120) 2 laterally each other is two ends of the body are attached to which multiple based on the cross-directional width bridge circuits is even when it is disposed.

[89]

The beam both sides (120) either end of amount of bottom foundation extending transverse the bottom alternately part (112) on the upper surface thus load is amount alternately but delivered to overall fertilizer application part, conventional [...] the combination unit is constituted slab to an interior bottom end such as a form function slab rather than U type slab segment (130) is passed between both side beams (120) supported by the in end flange amount on the upper surface, in the form square so that simply goes without saying correlation 2005 number equals in the embodiment 1.

[90]

Also the cross-sectional area and relatively stable large amount side beam if delivery load surface entire top surface since by using first and second splitter/is.

[91]

Also in the case of said beam both sides also 2b (120) the pier (113) and amount alternately part (112) on the upper surface and bottom of the support being provided such that at can be viewed.

[92]

Said U type slab segment (130) are small number small number the precast manner, transporting and and a slide unit range to the e.g., longitudinal width 1m, 2m such as a unit U type slab segments by comprising connection tube using and exactly aligned, and an ideal number equals in the embodiment 1.

[93]

Is also U type slab segment (130) has an integrally positive end flange (131) and U-like bottom for plate (132) which comprises, said amount end flange (131) prior the bottom of beam both sides longitude (120) is provided is supported on the upper surface of.

[94]

I.e., U two concentration and other self-weight of the segment type slab top loading a gravity direction or the opposite direction since act than bonding the sheet to the side girder on the upper surface side by acting load is prestressing the torsional loads which is formed between the first and which comprises, laterally adjacent lateral beam is rests on the upper surface U type slab segments is such that it fits more effectively beam both sides the U type slab segments supported stably by are the same.

[95]

Plate-like bottom for said U (132) the also the rear side beam both sides and bottom of the same for transmittal to a depth so as to form the line plate so that a plate-like bottom for U (132) has a substantially slab of bridge serves the body both sides beam (120) also between inside surface of parking equipment is provided to position between inner beam both sides, which also serves to retention of the is.

[96]

Unlike in the embodiment 1 further said U type slab segment (130) end flange amount of a contact outer beam both sides of the light extension end flange (133) is formed may be into each other, separately securing, handrail or the like the compared value is not applied to the case is surface end flange extension of the light a, such as in the embodiment 1 (133)'t form the correlation.

[97]

Further said U type slab segment (130) the multiple amount end flange (131) and a U-like bottom for plate (132) so as to be in contact therewith longitudinally each other by which ensures integrity each other as is PC timing carboxamidoimidazoles longitudinally anchor bolt or steel stranded wire that has a module as a charging voltage to the direction the equals in the embodiment 1.

[98]

The U type slab segment (130) is passed between both side beams (120) upper surface and an inner longitudinal each other so surface condition when it is mounted are respectively placed at both directly layer packaging not shown U-like bottom for plate (132) forming a bridge is completed is can be made. Further said U-like bottom for plate (132) on the upper surface concrete each other and in the longitudinal direction of the plural shapes are formed in shape which may be coating a photoresist on the resultant structure equals the in the embodiment 1.

[99]

U type slab segment the component is no longer required (130) both sides when transmitted beam (120) distributed bottom foundation part (110) and a ground (G), final annealing is may be supported.

[100]

[In the embodiment 3 by [...] segments based on uses of the slab beam]

[101]

Said in the embodiment 3 by [...] segments based on uses of the slab beam (100) has door 2c such as a bottom foundation part (110), side beams (120) and U type slab segment (130) when the equal to but in the embodiment 1, because of the difference among KIPO & lower of the base form.

[102]

the bottom foundation part (110) has door 2c such as a, bottom (111), amount alternately part (112) and bridge pier (113) in the embodiment 1 the unit comprises a plurality of in particular bottom but equal to (111) because of the difference among KIPO & construction.

[103]

[104]

The in the embodiment 3 in the case of alternately part (112) and a pier (113) bottom of formed of base plate size telephon number because of the difference among provided which bottom (111) according to of a decorative form plate the bottom layer, and to avoid burden can be of a reflector according to each step, and controls a user data flow.

[105]

Said amount alternately part (112) also in the embodiment 1 and difference wherein, in the embodiment 3 in the embodiment 1 in the case of wall type but in the case of independent column members being formed can be viewed. Bottom and (111) and amount alternately part (112) minimal when standing to form a bottom cross section member (111) and amount alternately part (112) constructing a is enabled the terminal portions are used.

[106]

In addition said amount alternately part (112) on the upper surface of a bottom end beam both sides so it may be supported together the upper of the chest wall (114) is further formed on the are can be viewed.

[107]

the amount alternately part (112) between the center pier (113) is formed further panel independent vertical pillar absence or quantity alternately such as the distal point of a can be forming the wall structure. The 2c also in the case of alternately such as the distal point of a independent vertical pillar member. it is shown provided with a.

[108]

Said bottom well as (111) and amount alternately part (112) has-site the field introduction concrete or precast manner, further them. purpose: combination with each other.

[109]

Bottom in the form of base plate but not shown in addition (111) the lower ground through file is also the construction to be-bearing capability the number of the orderings of the amount thickness and slope faces at the periphery which is formed between the first and the section of the alternately is enabled.

[110]

Said side beams (120) for example reinforced concrete member longitudinally extending beam member, and is formed as elastic the equals in the embodiment 1.

[111]

Such [...] beam both sides (120) such that rotary motion can be transferred in a state that a bending load both self-weight is generated while minimizing the optimizing the cross section it is important to the driving direction and speed of, even in said beam in a square, in the form of the present invention in the embodiment 3 2 provided with a laterally spaced each other dog is as illustrated at.

[112]

Other also well as a cross-sectional shape of a i.e., to form beam both sides of I-formed cross section, and is shaped in the form of composite beam of steel and concrete't the correlation.

[113]

Such side beams (120) a respective processing availabilities prior and bottom of the bottom foundation part (110) amount of alternately part (112) where it is heated so as to support on the upper surface, is supported multicasting using simple pad, even when it is disposed and, supported in a bridge support timing carboxamidoimidazoles may be set for preventing the, horizontal upper (A) and the method which carries on shoulder one of coating a photoresist on the resultant structure. recognized the warning is fitted to the flow passage side.

[114]

Only longitudinally extending refers to the has a horizontal plane an upper surface of a U type slab segment (130) end flange amount of so it may be supported a bottom are the same.

[115]

I.e., both sides beam (120) apart from each other in the lateral direction the ends of the body are attached to one another based on the cross-directional width bridge which lengthwise width is.

[116]

[117]

Is a relatively stable and cross-sectional area large amount side beam if delivery load surface entire top surface since by using first and second splitter/is.

[118]

Also in the case of said beam both sides also 2c (120) the pier (113) and amount alternately part (112) on the upper surface and bottom of the support being provided such that at can be viewed.

[119]

Said U type slab segment (130), such as the in the embodiment 1 are small number small number precast manner, transporting and and a slide unit range to the e.g., longitudinal width 1m, 2m such as a unit U type slab segments is especially using and exactly aligned, and an ideal number.

[120]

[121]

Also, U two concentration and other self-weight of the segment type slab top loading a gravity direction or the opposite direction since act than bonding the sheet to the side girder on the upper surface side by acting load is prestressing the torsional loads which is formed between the first and which comprises, laterally adjacent lateral beam is rests on the upper surface U type slab segments is such that it fits more effectively beam both sides the U type slab segments supported stably by are the same.

[122]

[123]

Further said U type slab segment (130) end flange amount of a contact outer beam both sides of the light extension end flange (133) is further formed on the securing pure water to acyl, handrail hole to be able to move translationally such as is be made, a of the light extension end flange (133) opposing each other and not only a positive lateral end flange both sides is formed such that it is formed to surround outward beam conductive beam both sides, removed as much as predetermined height by to as not to affect which, also impact applied beam both sides can be buffer can be viewed. Securing-sealing and self healing the (is available in road bicycle), there is no need to separately constructing a main body of the light extension end flange a cut (133) form without't correlation may concrete.

[124]

Further said U type slab segment (130) the multiple amount end flange (131) and a U-like bottom for plate (132) so as to be in contact therewith longitudinally each other by which ensures integrity each other as is PC timing carboxamidoimidazoles longitudinally anchor bolt or steel stranded wire that has a module as a charging voltage direction is to enable a preferred are the same.

[125]

[126]

U type slab segment the component is no longer required (130) both sides when transmitted beam (120) distributed bottom foundation part (110) and a ground (G), final annealing is may be supported.

[127]

[In the embodiment 4 by [...] segments based on uses of the slab beam]

[128]

Said in the embodiment 4 by [...] segments based on uses of the slab beam (100) has door 2d such as a bottom foundation part (110), side beams (120) and U type slab segment (130) when the in the embodiment 1 but equal to the, lower. difference also form of the base.

[129]

the bottom foundation part (110) has door 2d such as a, bottom (111), amount alternately part (112) and bridge pier (113) in the embodiment 1 the unit comprises a plurality of in particular bottom but equal to (111) and amount alternately part (112) because of the difference among KIPO & construction.

[130]

I.e., said bottom (111) in the embodiment 1 in the case of the device to a certain thickness whereof concrete bridge-deck form of the present invention the disposition corresponding width transverse constraining force bridge is formed between at longitudinal is river width in the embodiment 4 while the correspondence with the plurality of slope faces at the periphery in the case of the out block fitted transverse bracing material (140) connected to each other by way of capable of being utilized in the can be viewed.

[131]

In the embodiment 3 in the case of the bottom in the form base plate independent (111) is differ from those for forming can be viewed.

[132]

Said amount alternately part (112) also in the embodiment 1 and difference wherein, in the embodiment 1, such as apart from each other in the transverse wall formed is capable of being utilized in the formed such that it can be viewed. The bottom (111), and is formed as a vertical wall integrally with the laterally but do not differ in the embodiment 1 and is installed away from being separated from one another. difference in that.

[133]

The amount said bottom (111) on the upper surface center of pier (113) is formed further panel independent vertical pillar absence or quantity alternately such as the distal point of a can be forming the wall structure. Also in the case of 2d the alternately such as the distal point of a independent vertical pillar member. it is shown provided with a.

[134]

Said bottom well as (111) and amount alternately part (112) has-site the field introduction concrete or precast manner, further them. purpose: combination with each other.

[135]

Bottom in the form of bottom plate but not shown in addition (111) the lower ground through file is also the construction to be-bearing capability the number of the orderings of the amount thickness and slope faces at the periphery which is formed between the first and the section of the alternately is enabled.

[136]

Said side beams (120) for example reinforced concrete member longitudinally extending beam member, and is formed as equal to the in the embodiment 1 is formed with lateral direction dog 2.

[137]

Such [...] beam both sides (120) such that rotary motion can be transferred in a state that a bending load both self-weight is generated while minimizing the optimizing the cross section it is important to the driving direction and speed of, said beam in a square even in of the present invention in the embodiment 3, in the form as illustrated at is provided with a.

[138]

Other also well as a cross-sectional shape of a i.e., to form beam both sides of I-formed cross section, and is shaped in the form of composite beam of steel and concrete't the correlation.

[139]

[140]

Only longitudinally extending refers to the has a horizontal plane an upper surface of a U type slab segment (130) end flange amount of so it may be supported a bottom are the same.

[141]

I.e., both sides beam (120) apart from each other in the lateral direction the ends of the body are attached to one another based on the cross-directional width bridge which lengthwise width is.

[142]

[143]

Is a relatively stable and cross-sectional area large amount side beam if delivery load surface entire top surface since by using first and second splitter/is.

[144]

Also in the case of said beam both sides also 2d (120) the pier (113) and amount alternately part (112) on the upper surface and bottom of the support being provided such that at can be viewed.

[145]

[146]

[147]

[148]

[149]

[150]

Further said U type slab segment (130) the multiple amount end flange (131) and a U-like bottom for plate (132) so as to be in contact therewith longitudinally each other by which ensures integrity each other as is PC timing carboxamidoimidazoles longitudinally anchor bolt or steel stranded wire that has a module as a charging voltage direction is to enable a preferred are the same.

[151]

[152]

Further in the embodiment 4 in the case of bottom (111) each other laterally spaced apart is formed structurally each other on the piezoelectric layer extending in the transversal direction and are for connecting a beam-shaped bracing material (140) being has a can be viewed.

[153]

The bracing material (140) the bottom (111) made of photosensitive amount is so as to form the line end contains a sleeve having a center between the inner bottom so as to be in contact and is attached to the are by dispersing load to be delivered to the bottom as is enabled. Bottom the component is no longer required (111) with a small panel as floor plate bracing material forming parallel connected form, . a main body.

[154]

U type slab segment the component is no longer required (130) both sides when transmitted beam (120) distributed bottom foundation part (110) and a ground (G), final annealing is may be supported.

[155]

[In the embodiment 5 by [...] segments based on uses of the slab beam]

[156]

Said in the embodiment 5 by both sides [...] segments based on uses of the slab beam (100) has door 2e such as a bottom foundation part (110), side beams (120) and U type slab segment (130) when the equal to in the embodiment 1 but , the highest difference both sides beam (120) for 3 to form one or more effects of levodopa, and can form of the base and the lower is also difference..

[157]

the bottom foundation part (110) 2e such as a door has, bottom (111), amount alternately part (112) and bridge pier (113) the unit comprises a plurality of equals in the embodiment 1.

[158]

I.e., said bottom (111) in the embodiment 1 in the case of the device to a certain thickness whereof concrete bridge-deck form of the present invention the disposition corresponding width transverse constraining force bridge is formed between at longitudinal is river width while the correspondence with the plurality of independent, such as in the embodiment 3 in the embodiment 5 in the case of bottom in the form base plate (111) is differ from those for forming can be viewed.

[159]

Said amount alternately part (112) also in the embodiment 1 and difference wherein, in the embodiment 1, when compared with typical column members independent type and wall noise of power equation. effects of levodopa, and can.

[160]

the amount alternately part (112) between the pier (113) is formed further panel independent vertical pillar absence or quantity alternately such as the distal point of a can be forming the wall structure. 2e also in the case of independent vertical pillar member. it is shown provided with a.

[161]

Said bottom well as (111) and amount alternately part (112) has-site the field introduction concrete or precast manner, further them. purpose: combination with each other.

[162]

[163]

Said side beams (120) for example reinforced concrete member longitudinally extending beam member, and is formed as elastic the equals in the embodiment 1.

[164]

Such [...] beam both sides (120) such that rotary motion can be transferred in a state that a bending load both self-weight is generated while minimizing the optimizing the cross section it is important to the driving direction and speed of, said beam in a square even in of the present invention in the embodiment 5, in the form as illustrated at is provided with a.

[165]

Other also well as a cross-sectional shape of a i.e., to form beam both sides of I-formed cross section, and is shaped in the form of composite beam of steel and concrete't the correlation.

[166]

[167]

Only longitudinally extending refers to the has a horizontal plane an upper surface of a U type slab segment (130) end flange amount of so it may be supported a bottom are the same.

[168]

I.e., both sides beam (120) apart from each other in the lateral direction the ends of the body are attached to one another based on the cross-directional width bridge which lengthwise width is 3 the 2e also the transverse two apart from each other in the formed in the body can be viewed.

[169]

The side beams (120) extending transverse the bottom both ends the bottom foundation amount of alternately part (112) on the upper surface thus load is amount alternately but delivered to overall fertilizer application part, conventional [...] the combination unit is constituted slab to an interior bottom end such as a form function slab rather than U type slab segment (130) is passed between both side beams (120) supported by the in end flange amount on the upper surface, in the form square so that simply goes without saying correlation 2005 number equals in the embodiment 1.

[170]

Is a relatively stable and cross-sectional area large amount side beam if delivery load surface entire top surface since by using first and second splitter/is.

[171]

Also in the case of said beam both sides also 2e (120) the pier (113) and amount alternately part (112) on the upper surface and bottom of the support shaft is connected to the in particular capable of being utilized in the control part, both sides beam (120) transverse between side beams (120a) so as to be disposed on the pier also which: (113) which is configured to be supported by the bridge cross-directional width according to number provided intermediate said side beam can be increased.

[172]

[173]

[174]

[175]

[176]

[177]

Further said U type slab segment (130) the multiple amount end flange (131) and a U-like bottom for plate (132) so as to be in contact therewith longitudinally each other by which ensures integrity each other as is PC timing carboxamidoimidazoles longitudinally anchor bolt or steel stranded wire that has a module as a charging voltage direction is to enable a preferred are the same.

[178]

[179]

Further in the embodiment 5 in the case of intermediate side beams (120a) is further the intermediate side beams end flange amount in the upper surface into the connection 2000.

[180]

Even when beam side intermediate is U type slab segment (130) are formed such that they is wrapped by the at least one link is bigger beam both sides surface (120) and the intermediate side beams (120a) they are dispersed on a bottom foundation part (110) and a ground (G), final annealing is may be supported.

[181]

[Of the present invention both sides [...] segments based on uses of the slab beam construction method]

[182]

Also 3a, 3b and 3c also of the method of the present invention using [...][...]the instruction worker which carries on shoulder degree order of efficacy as an anti-shown to illustrate the based on the time as large as that of in the embodiment 1. Further during in particular, based on the small river isolating bridge seat is provided to. longitude.

[183]

Of the river first after the stone to a predetermined depth to surface, constant amount river number defended against an air attack is finishing to having a surface.

[184]

3a such as a third step also, a not shown least one flexible blocking arm inner walls of through flow of river temporarily prior to charge Image is only number bottom availabilities (111) rapidly construction voice, the sliding door opening when a wall is reinforced by inserting a field introduction concrete is.

[185]

Third step said river bottom on the upper surface room number (111) amount outer surfaces of both ends of alternately part (112) is constructing a. Such amount alternately part (112) and exactly aligned, and an ideal number field to the precast manner carried in/out at the following steps and purpose: to set up, the segmentation by considering sizes, etc. is especially the steel plate by.

[186]

Such amount alternately part (112) mechanical fastening each other end both sides the slope faces at the periphery (such as anchor bolt) is the direction to.

[187]

Positive is alternately part (112) to the of constructing a is alternately amount with that petal after tent if needed is surface constructing a part. Amount well as alternately part (112) the field introduction concrete constructing't may correlation.

[188]

Amount such as a third step also 3b alternately part (112) beam both sides on the upper surface (120) is allowed to proceed for a through..

[189]

Such both sides beam (120) further comprises a quadrangular, in the form using and exactly aligned, and an ideal pre-number using a bridge support and downwardly on a curved portion positive alternately part (112) is supported bottom end flange amount on the upper surface and can also be provided and, pad or is supported, for example by, fastening device together by threaded't the correlation.

[190]

the beam both sides (120) amount alternately part (112) outermost on the upper surface lateral direction spaced apart sound can be viewed.

[191]

Third step also 3c such as a, and exactly aligned, and an ideal number pre U type slab segment (130) for both sides beam (120) is allowed to proceed for a via is supported on the upper surface amount end flange plurality of U type slab segment (130) each other and in the longitudinal direction a form them integrally with each other so as to be in contact is first the.

[192]

The supporting and maintaining upper beam both sides or be made in a quicker and more stable construction makes it possible to retrieve separate visible using and is attached to the mounting device and it is not required to, a small and medium sized bridges, 4 - dichloro - 5 - longitudinal since using work grudge to the size number is surface and is attached to the.

[193]

In addition, U-like bottom for plate (132) retention of the beam both sides is is " into a shape suitable positions to each other beam both sides in the construction process and restraint the body, the conductive beam both sides, prevented effectively by reducing distortion is enabled.

[194]

End is U type slab segment (130) construction system when the contents are executed steel strand for PC or anchor bolt, anchor bolt, for example by the integrated each other, a integrally formed end flange and amount of the light extension end flange (133) using a simple manner by means of handrail, securing is assembled so as to avoid any part of a square-shaped or the like is especially.

[195]

In the embodiment unlike prior availabilities in the case of bottom 2, 3, 4, 5 in the embodiment 1 (111) and amount alternately part (112) construction because of the difference among formed with a plurality tent and to the form and size and only difference, that petal space-time equal to in the embodiment 1, amount alternately construction, construction beam both sides, U type slab segment (130) construction process are the same.

[196]

Is provided which is for the exemplary description of the invention, the person with skill in the art of the present invention is in the field of the essentially or technical idea of the present invention without changing the features form the is possible easily deformed may understand that the is. Therefore in the embodiment described or more exemplary in all of the defined and there has the main. must understood. For example, is described single stored in a dispersed component may be embodiment, is dispersed into the similarly is made also described in the form of a binding elements can be embodiment.

[197]

Said range of the present invention rather than the description refers to are represented by claim, claim meaning of equalization and and range modification or all derived from general outline of an altered form is included within the scope of the present invention should interpreted to.

[198]

100: [...] segments based on uses of the slab beam side 110: bottom foundation part 111: bottom 112: amount alternately part 113: pier 114: of the chest wall 120: side beams 120a: intermediate the side being empty, 130: U type slab segment 140: bracing material

[1]

The present invention relates to a through bridge using a side beam and a slab segment, which is efficient and economic as being advantageous to obtain a mound height since the height is minimized in accordance with an advantage of the through bridge, and a bridge construction method using the same. The through bridge comprises: the two or more side beams arranged at intervals in the transverse direction, wherein the bottom of an end is supported on the upper surface of both abutment units spaced from each other in the longitudinal direction forming a lower foundation; both end flanges directly supported on the upper surface of the side beam; and a U-shaped slab segment including a U-shaped floor board unit formed between the both end flanges, wherein the U-shaped floor board unit is in contact with the inner surface of the side beams adjacent to each other and supports the inner side of the both side beams in the transverse direction as the U-shaped floor board unit is in contact with the both end flanges directly supported on the upper surface of the side beam.

[2]

[3]

[4]

(AA) Transverse direction
(BB) Longitudinal direction

Lower footing (110) constituting a each other and in the longitudinal direction formed apart from each other an amount alternately part (112) supported end and bottom of the upper surface is mounted so as to be beam both sides formed apart from each other in the transverse (120); and said upper surface beam both sides end flange the amount by the which is directly supported by the carrying handle (131); and amount end flange formed between the plate-like bottom for U (132) contained within the container is formed among the U-like bottom for plate (132) the adjacent analysis tools inner beam both sides is disposed so as to be in contact between the upper surface beam both sides end flange the amount by the which is directly supported by the carrying handle (131) together with the inner side beams is passed between both plate-like bottom for said U between which serves to retention of the U type slab segment (130); includes, said U type slab segment (130) 9990001 306999 end flange not only a positive (131) and a U-like bottom for plate (132) each other longitudinally so as to be in contact therewith so as to ensure integrity each other as by slab of bridge is provided the to act, said amount alternately part (112) located in the top side both sides beam (120) transverse between side beams (120a) in the upper surface side beams intermediate so as to be disposed on the U type slab segment (130) intermediate side beam interconnected end flange amount of U type slab segment (130) to enable a filter cake to be formed is wrapped by side beam [...] segments based on uses of the slab.

According to Claim 1, said U type slab segment (130) end flange amount of a contact outer beam both sides of the light extension end flange (133) formed is installed, said end flange extension of the light a (133) not only a positive lateral end flange both sides opposing each other and formed such that it is the side to the driving device, from the outward beam conductive beam, distortion is placed and a side surface extending to as not to affect [...] segments based on uses of the slab beam.

According to Claim 1, said bottom foundation (110) the bottom (111) and amount alternately part (112) includes, said bottom (111) the ground or charge Image on the upper surface disposition corresponding width of transverse the bridge is formed between at longitudinal is amount of bridge formed corresponding to the distance between alternately reinforced concrete bridge-deck form, said amount alternately part (112) the bottom (111) two longitudinal end portion includes vertically elongated beam both sides the upper end as a wall structure (120) is rests horizontally ends of be mounted horizontal upper surface (A) is formed, said bottom (111) and amount alternately part (112) the direction lower footing part (110) is U-formed cross section, and enable a filter cake to be formed (retaining steps) film side beam [...] segments based on uses of the slab.

According to Claim 1, said bottom foundation (110) the bottom (111) and amount alternately part (112) includes, said bottom (111) the ground or charge Image on the upper surface disposition corresponding width of transverse the bridge is formed between at longitudinal is amount of bridge formed corresponding to the distance between alternately reinforced concrete bridge-deck form, said amount alternately part (112) comprises sloping alternately bottom as (111) two longitudinal end a wall structure extends angularly upwardly from the upper end as beam both sides (120) is provided to rests horizontally ends of can be horizontally to said bottom is formed (A) upper surface (111) and amount alternately part (112) bottom foundation part the direction (110) the incline alternately part transmits the next command (retaining steps) purpose: to form U-formed cross section, and is placed and a side surface extending beam [...] segments based on uses of the slab.

According to Claim 1, said bottom foundation (110) the bottom (111) and amount alternately part (112) includes, said bottom (111) amount alternately part (112) and a pier (113) formed from bottom of base plate, said amount alternately part (112) has independent column members both sides the upper end as beam (120) is rests horizontally ends of be mounted horizontal upper surface (A) is placed and a side surface extending purpose: to form [...] segments based on uses of the slab beam.

According to Claim 1, said bottom foundation (110) the bottom (111) and amount alternately part (112) includes, said bottom (111) the ground or charge Image on the upper surface disposition corresponding width of transverse the bridge is formed between at longitudinal is amount of bridge formed corresponding to the distance between alternately reinforced concrete bridge-deck shaped in the form of is the out block fitted transverse slope faces at the periphery said bracing material (140) exposed outside the upper and lower cases connected to each other by way of, said amount alternately part (112) the bottom (111) two longitudinal end portion includes vertically elongated beam both sides the upper end as a wall structure (120) is rests horizontally ends of be mounted horizontal upper surface (A) is formed, said bottom (111) and amount alternately part (9990 001463999) bottom foundation part the direction (110) the incline alternately part transmits the next command (retaining steps) purpose: to form U-formed cross section, and is placed and a side surface extending beam [...] segments based on uses of the slab.

According to Claim 1, said bottom foundation (110) the bottom (111) and amount alternately part (112) includes, said bottom (111) amount alternately part (112) and a pier (113) number telephon bottom of formed from base plate size, said one side alternately part (112) comprises sloping alternately bottom as (111) two longitudinal end a wall structure extends angularly upwardly from the upper end as beam both sides (120) is rests horizontally ends of be mounted horizontal upper surface (A) of either a, other alternately part (112) has independent column members both sides the upper end as beam (120) is rests horizontally ends of be mounted horizontal upper surface (A) is placed and a side surface extending to be formed with replays the information of segments based on uses of the slab beam [...].

Number ablation

(A) bottom foundation (110) constituting a each other and in the longitudinal direction formed apart from each other an amount alternately part (112) supported end and bottom of the upper surface is mounted so as to be beam both sides formed apart from each other in the transverse (120) the step of setting; (b) said upper surface beam both sides end flange the amount by the which is directly supported by the carrying handle (131); and amount end flange formed between the plate-like bottom for U (132) contained within the container is formed among the U-like bottom for plate (132) the adjacent analysis tools inner beam both sides is disposed so as to be in contact between the upper surface beam both sides end flange the amount by the which is directly supported by the carrying handle (131) together with the inner side beams is passed between both plate-like bottom for said U between the longitudinal centre line of the while allowing the connected to the inner, PC to one another by means of anchor bolt or steel stranded wire that has a longitudinally 9990001536 999 segment type slab is thermally insulated from (130) to U; provided to; and (c) said U type slab segment (130) end flange not only a positive (131) and a U-like bottom for plate (132) each other so as to be in contact therewith longitudinally secure integrity each other as by guides disposed at a to act slab of bridge; including a side beam [...] segments based on uses of the slab construction method.

According to Claim 9, after said (c), said U type slab segment (130) end flange amount of a contact outer beam both sides of the light extension end flange (133) formed is installed, said end flange extension of the light a (133) end flange not only a positive lateral opposing each other and formed such that it the both sides the side to the driving device, from the outward beam conductive beam, distortion while to as not to affect, said end flange extension of the light a (133) using handrail, securing or the like is placed and a side surface extending to may be formed separately and segments based on uses of the slab beam [...] construction method.