EZ COUPLING STRUCTURE FOR BEAM AND COLUMN WITH REINFORCED END-MOMENT AND BENDING RESISTANCE
The present invention refers to a resistance placed in the warpage and reinforced this - search (EZ) relates to coupling structure, a steel sheet having a predetermined thickness is provided criticism section triangular shape by bending both side edges in combination a plurality of column unit ' ' Shape of the column and the column is formed CFT - (EZ), the lower end of the rectangular box-shaped steel beam end outside the rear (EZ) is the form of form - and - preventing plate (EZ) consisting of the central portion by 1 contrast. 6 approximately 1.5 to 2 times to apply the column only steel changeable concrete composite the structure applied to the end of the warp and the high resistance placed in the reinforced - (EZ) coupling configurations of cyclohexane carboxylic acid are disclosed. One of skeleton construction building used kind of CFT is circular or hexagonal shape and consists (Concrete Filled Steel Tube) criticism section steel, steel pipe high strength within concrete filling concrete filling pipe subjected to big. The CFT is physically, history, such as deformable and correspond with excellent, these small columns in cross-section is a guide column interval longer than higher layer (SPAN), m a post member used building construction are disclosed. Figure 1 shows a prior art according to CFT also provide for reference to explain the type of column and, as to said also 1, the shape of the criticism section of the column width is mainly used in circular or rectangular layer high price can occur to prevent the rear, small size pipe additionally incoming method in addition therein is introduced into the disclosed. However pipe formed by the skirt when the number of incoming additional amount of steel column 2 times creating a mirror number which is near a negative polarity, carrying the pin is additionally increase according to cost door number point. In order to solve such door number point, the several unit number after pipe work grudge, completes the entire scheme is introduced between the adjacent trenches on via pillar corrosion disclosed. I.e., as shown in fig. 1, first connection unit unit completes a pillar when various stages in the steel sheet by small total number, for preventing the rear structure containing a corresponding and material and delivery techniques have been introduced to minimize. Figure 2 shows a conventional technique for preventing local buckling of the column construction and joint wale according to CFT however diaphragm to explain the type of reference are independent, as also to said 2, simply by bending to form a reinforcement structure for advance order receipt unit unit projecting completely compensations in addition to arranging the wale buckling outputs a port door number present diaphragm construction or point. In one example, Korean registration patent number 10 - 1367626 call number method is provided to prepare small CFT when packing element for assembly of steel pipe box, the longitudinal unit by a control unit as a smaller number method to connection assembly laterally a plurality member with respect to steel, steel small L-shaped longitudinal bent at both ends of the upper body portion and a plurality of unit members number registered to a body portion form a unit member having inwardly more paragraph music [toy number 1 small step number number 1; while a smaller number are joined to the reinforcing plate member unit number 1 number 2 pipe reinforcing portion step; and number 2 simultaneously or sequentially portion abutting welding joining to a closed assembly interconnects the supply and winding a plurality back steel pipe box while step number 3; and from the characterized. However said diaphragm inside port number gun and even preceding synthesized according to respective CFT column and, when using the pillar for CFT, stable buckling are first subjected to a cylinder prepared and installation of additional wale thereof to diaphragm, simultaneously reducing the consumption of steel to the development of new techniques of CFT column need various unit unit it comes to become smaller number etc. is becoming increased. On the other hand, building column of after installed, the moment when it is in the case of in general the end amount M, the central portion is 50% to 60% of said end moment M a level 0. 5M to 0. 6M is provided to the other. The, 0 in the central bottom moment is adapted to the existing design. 5M to 0. 6M not a steel frame for supporting the is designed such that, at the end of the duct and is based on the generated moment M design, the central part of the steel door number as well and can be vertically, in addition amount of steel together along a lower layer altitude increases still be door number point. For the steel cap, the M sets the amount the moment generated at the central portion, the end portion of 1. 6 Approximately 1.5 to 2 times as the moment and, with reference to the fact that the central portion minimum 1. 6M able to withstand maximum 2M from designing scheme to the end moment of the steam is introduced into the come. In one example, Korean registration when the utility model number 20 - 0469319 call, steel or steel reinforced concrete column and reinforced steel beam having an effective junction structure of is provided to prepare, steel column to connecting bracket, the steps of erecting a steel column to which a bracket; a reinforced bracket coupling; and slabs with the concrete bracket simultaneously and nails comprising the step of wet concrete, and the ends of the reinforced steel central portion to be structure characterized synthetic road. However said bracket therein connecting reinforcing techniques simply steel column to the preceding document disclosure only and thereby, end moment to reciprocate in the steel column width greater than the width of the bracket to install and, thereby minimize concrete of material and curing concrete according to still present point number etc. to increase the air door. I.e., reinforced concrete or the like is simply the end around reinforcing the advance order receipt from upper slab bearing shear forces applied force, further rigidity to increase in order to increase the weight of reinforcing member reinforcing members themselves rashness end when only using an inefficient arm leading to a point on door number, the applicant is more effectively the end moment can increase the hardness while the hydraulic coupling structure of combining the need for seating of a new type. In order to solve the present invention refers to said prior art door number such as physical point that a, more particularly steel sheet criticism section triangular shape by bending both side edges in combination a plurality of column unit ' ' Shape of the column and the column is formed CFT - (EZ), the lower end of the rectangular box-shaped steel beam end outside the rear (EZ) is the form of form - and - preventing plate (EZ) consisting of the central portion by 1 contrast. 6 approximately 1.5 to 2 times to apply the column only steel changeable concrete composite the structure applied to the end of the warp and the high resistance placed in the reinforced - number of cyclohexane carboxylic acid (EZ) intended for the pull rod. The present invention refers to said spring in order to solve such as point that a door number, more particularly central portion is a steel beam, girder (Girder) preferred embodiment both sides end comprising synthetic enhance rigidity and bonded to the column (Column) using the coupling structure of the reinforcement structure of placed in, said triangular shape by bending a steel sheet having a predetermined thickness combined criticism section are formed in a plurality of the column unit (110) are connected together to both sides end ' ' Shape by being bonded integral CFT pillar which slides (EZ)- (Concrete Filled Steel Tube) is the column portion (100) on, said - (EZ) is the column portion (100) according to one aspect of the junction, a steel beam end open rectangular box-shaped upper surface configured to surround the outside form of, is reinforced by steel-reinforced concrete structure therein and it comes to become formwork section and end block field which is formed in the end of the buckling (200) on, said (200) configured for receiving the upper end of, said - (EZ) is one surface of the column portion (100) coupled to one side of, due to field introduction concrete (C) to be manufactured inside-borne film, said slab - (EZ) is integrated which slides the plate (300) is included characterized by being withdrawn from the body. In the embodiment of the present invention according to another, said plurality of column unit (110) the shape of the criticism section of isosceles triangle shape elongated along a height direction perpendicular to the multi-stage to be selectively formed, length of the two side faces 4 column unit (110) are bolted by a bent portion perpendicular and flare (Flare) welding (120) so that the square of the CFT is formed according to a criticism section shaped to be along the outer periphery of the column, said column unit (110) side edge are inscribed in said periphery angle middle point and ( ) A boundary between the CFT and transmits a buckling prevention structure of criticism section of the column, said column unit (110) at predetermined intervals to the side edge vertically through the through holes (111) towards the continuous characterized. According to another in the embodiment of the present invention, central portion is a steel beam, girder (Girder) preferred embodiment both sides end comprising synthetic enhance rigidity and bonded to the column (Column) using the coupling structure of the reinforcement structure of placed in, said coupling structure forming a pillar ㅍ H a certain one of said H steel or steel or steel pillar configuration according to a horizontal stiffener ㅍ steel inside at the upper flange (Stiffener) so that the optical loss with the reinforced this - (EZ) column portion (100) on, said - (EZ) is the column portion (100) according to one aspect of the junction, a steel beam end open rectangular box-shaped upper surface configured to surround the outside form of, is reinforced by steel-reinforced concrete structure therein and it comes to become formwork section and end block field which is formed in the end of the buckling (200) on, said (200) configured for receiving the upper end of, said - (EZ) is one surface of the column portion (100) coupled to one side of, due to field introduction concrete (C) configured to be manufactured so that the inner-borne, said slab - (EZ) is integrated which slides the plate (300) is included characterized by being withdrawn from the body. In the embodiment of the present invention according to other, said (200) includes said - (EZ) is the column portion (100) coupled on one side of H I consisting of steel or steel steel reinforcing (210) on, and steel reinforcing said side has been opened (210) configured to it puts around, [ssah a steel reinforcing said upper surface (210) is integrally formed with lower surface and the lower flange support surface of lower plate (221) and, said lower plate (221) on both of the ends said steel reinforcing (210) web (Web) upward by a pair of side plates extending perpendicular length (222) towards a reinforcement (220) on, said reinforcement (220) it comes to become spaced apart at predetermined intervals along the longitudinal direction of the diaphragm (230) including a characterized substrate. In the embodiment of the present invention according to other, said diaphragm (230) to communicate with the plurality of through hole interconnects is adjacent compartment space which, along the longitudinal direction of said through hole that penetrates a tension block it comes to become, steel-reinforced, upper open through reinforcement (220) into a formwork section and end it comes to become characterized site. In the embodiment of the present invention according to another, the plate is - (EZ) (300) is said one side end (EZ)- is the column portion (100) and has a predetermined welding (W) coupled to one side of the plate has a thickness of contents (Wing-a plate) (310) on, said wing plate (310) which lower surface bonded to the fastening holes (321) is coupled to a pair of connecting plate through bolt (B) (Connecting a-plate) (320) on, a pair of said connecting plate (320) bonded on the bottom surface or the upper surface of which a predetermined length through which the (330) characterized a possible to a synbiotic. In the embodiment of the present invention according to other, said - (EZ) is the (100) side edge to penetrate a through hole (111) - (EZ) is that the column portion (100) is coupled to coupling member is secured to the column unit (400) so that it has more included characterized. In the embodiment of the present invention according to other, coupling said column unit (400) is said - (EZ) is the column portion (100) to the center portion of which slides a polygonal-shaped body member (410) on, bar having a predetermined length (421) consists, threaded hole (422) is formed said body member (410) through which are laid over each other on the side of the, said - (EZ) is the column portion (100) of through holes (111) formed on one side surface extends toward the other connecting rod (420) and, said connecting rod (420) according to a configuration of , said through hole (111) is firmly attached to the outer surface of the tension in an inward direction which is given the right to inner (430) is characterized by being withdrawn from the body. In the embodiment of the present invention according to other, said body member (410) hole and said inner space unit is connecting rod (420) is coupled to the end of one tightly penetration holes are formed case member (411) on, said case member (411) comprises an upper pair of spaced opposing each other in the disk shape are formed at predetermined intervals that are configured to a pair of rotary part (412, 413) on, said pair of rotary part (412, 413) on both of the ends projecting opposite a non-threaded portion (414) is said connecting rod (420) threads (422) engaging a rotatable together tried by, said connecting rod (420) of cyclohexane carboxylic acid (EZ)- the column portion (100) toward the center of the tension generated characterized by being withdrawn from the body. If a specification disclosure techniques to the explanation in the embodiment and the output only for structural functional disclosure, disclosure techniques described in the embodiment number by one rights in the range body are not interpreted. I.e., capable of changing in various forms and in different in the embodiment may have a technical idea disclosure techniques since rights range including the configurational should understood to equalization can be realized. In addition, destination or intermediate in number in the embodiment disclosure techniques should contain all compressed air from it is the meanings that inner side thereof should contain only such effect, the number of rights range the disclosure techniques one don't be understood to not be dubbed inlater. In addition in the present invention will be described in which the meaning of the term will as follows. "Number 1", "number 2" to distinguish from other components such as components for the one term, these terms in rights by time is not with each other. For example, components can be termed component number 2 number 1, number 2 similarly can be termed components component number 1. Further any component that when other components referred to as "connected", but may be directly connected to the other components, other components might lead to intermediate is present it will will be. While, any component and other components referred to as "directly connected" when that intermediate will be understood to does not exist in other components. On the other hand, other representations describing a relationship between the components, i.e. "- between" on "between -" or "- of the adjacent" and "directly - neighboring" should likewise be interpreted like. It is apparent that a single representation of the differently in order to providing language translators must be understood to not including a plurality of representation, such as "comprising" or the term "having disclosed" it became opinion features, numbers, steps, operation, component, piece or be present which specify a combination, and it is one or more other features, steps, operation, component, piece or a combination of pre-times the number should not understood to presence or additional possibility. The present invention according to the warpage and herein placed in the steel bath is reinforced compared to 200 mm - 100 mm (EZ) of cyclohexane carboxylic acid coupling structure while the same construction method of story part is expected to reduce the steel tub can be steel powders disclosed. In addition the main refractory coating reduced area 30% steel amount expected to sag and vibration performance improved by 10% the steam effects, thereby reducing CO₂ in addition 15% expected to be eco-friendly advantage. Additionally, the is - (EZ) when placing concrete form to prevent the home gateway plays a role in concrete serve as laterally restraining, inside light in accordance with the first and second end reinforcing steel sheet excellent performance are simultaneously being horizontal buckling and local buckling vibration and flow tides. Figure 1 shows a conventional technique according to CFT column to explain the type of reference, Figure 2 shows a conventional technique for preventing local buckling of the column according to CFT to explain the wale joint construction and a diaphragm type of reference, Figure 3 shows a resistance placed in the present invention according to the warpage and also reinforced this - (EZ) coupling structure is shown so the entire surface, Figure 4 shows a herein the present invention according to the warpage and also placed in the column unit of cyclohexane carboxylic acid (EZ)- reinforced the coupling structure shown, Also the present invention according to the warpage and Figure 5 shows a reinforced (EZ)- resistance placed in the column unit shown so the plane of the coupling structure of cyclohexane carboxylic acid, Figure 6 shows a resistance placed in the present invention according to the warpage and also reinforced this - in the embodiment shown the other coupling structure (EZ) surface, Also the present invention according to the warpage and Figure 7 shows a resistance placed in the reinforced this - this - plate surface (EZ) (EZ) coupling structure is shown, Figure 8 shows a resistance placed in the present invention according to the warpage and also reinforced this - the plane of the plate (EZ)- (EZ) coupling structure is shown in the shape of cyclohexane carboxylic acid, Figure 9 shows a herein the present invention according to the warpage and also placed in the reinforced (EZ) coupling structure shown in cross-section of the shape of this -, In the embodiment according to the warpage and placed in another of the present invention herein also Figure 10 shows a reinforced (EZ) coupling structure coupling the column unit shown this - surface, Figure 11 shows a cross-section of Figure 10 is also shown so Hereinafter, the present invention is described more specifically with reference to a is provided preferably in the embodiment as follows. According to the present invention refers to the first column portion is also 3 - (EZ) (100), (200), the plate is - (EZ) (300) is coupled to the free surfaces are laid over each other. - (EZ) is the first column portion (100) is also 4 as shown, a steel sheet having a predetermined thickness by bending of criticism section triangular shape column unit (110) formed on the substrate. the column unit (110) is provided to the isosceles triangle shape ' ' Composed of multi-stage selectively formed elongated in the vertical direction along the vehicle from the outside. Said column unit (110) made up of a plurality, generally composed of unit 4 is provided which has the same purpose and function but the connection can be achieved within a range that the more qualitative capital hereinafter or be configured as a coupled. Then said column unit (110) of unit 4 is composed of a broadcast receiver a predetermined time interval in mammals are also described. Said column unit (110) is integrally formed both side edges in combination where it is, as shown in the criticism section 5 also, ' ' Shape pillar (EZ) bonded by a CFT (Concrete Filled Steel Tube) - is the column portion (100) are close. Said column unit (110) and column unit (110) is joined to one another double-sided, said bent portion are adjacent flare (Flare) welding (120) that is coupled by the same purpose and function but is preferably within a range that the number times that can be achieved with the use of other bonding method and not the. Said column unit (110) square ( ) Criticism section of CFT column and form a peripheral boundary, thus 4 inscribed in said periphery angle middle point and two side edge are rotated 45° ( ) Has the same shape of the column in a buckling preventing structure is equal to criticism section of CFT. The two side edge are at predetermined intervals the 4 vertically through the through hole (111) is formed in a continuous manner of vehicle from the outside. Then said (200) includes said - (EZ) is the column portion (100) according to one aspect of the junction, a steel beam end open rectangular box-shaped upper surface outside form of form configured to audit, steel-reinforced concrete structure type is therein and reinforced the end can be prevented from buckling by site formwork section and end it comes to become free. Said (200) includes a steel reinforcing (210) on reinforcement (220) consisting of vehicle from the outside. Said steel reinforcing (210) is said - (EZ) is the column portion (100) - (EZ) machine is the column portion (100) adapted to be made connecting, the steel reinforcing (210) consisting of steel or steel H H cross section of the vehicle from the outside. On the other hand said reinforcement (220) is said - (EZ) is the column portion (100) according to a scroll portion is, when viewed in side projects a predetermined length are formed so as to intensity of a vehicle from the outside. Said steel reinforcing (210) is supplied with the upper sides open an apparatus for reinforcement (220) is constructed of vehicle from the outside. Said reinforcement (220) at the bottom plate (221) and said lower plate (221) of the rear side of a pair of side plates which extend upwardly formed (222) towards other. Said lower plate (221) the top surface of said steel reinforcing (210) installed crystallized according to a lower surface of lower flanges, said pair of side plates (222) said steel reinforcing (210) web (Web) formed formed by vehicle from the outside. Said reinforcement (220) spaced at predetermined intervals along the longitudinal direction of the diaphragm is arranged at equal intervals (230) be made is constructed, the diaphragm (230) is adjacent another compartment space to communicate with the plurality of through hole of vehicle from the outside. Said through hole is reinforced along the longitudinal direction of the steel-type tension allow it comes to become,, through open upper reinforcement (220) such as site formwork section and end 9 also into vertical axis. Said configured such as (200) for regulating buckling load and to increase the slab in order to corresponding composed so that, when said home gateway (200) configured for receiving the upper end of transverse shift of slab is able...copyright 2001. Figure 7 shows a plate (EZ)- degrees then the (300) plane shown, that is said (EZ)- plate (300) is said - (EZ) is the column portion (100) corresponding to the width of a rectangular steel sheet (Steel plate) having widths formed on vehicle from the outside. the plate is - (EZ) (300) is said (200) configured for receiving the upper end of, that the hole (EZ)- column portion (100) coupled to one side of welding (W) which is constituted (Wing-a plate, 310) free. Said wing plate (310) for gripping an edge of upper and lower pair of connecting plate (Connecting a-plate, 320) is bonded to be made, for joining same wing plate (310) a plurality of fastening holes at predetermined locations (311) formed according to a, a pair of said connecting plate (320) said predetermined end position of the plurality of fastening holes (311) positions corresponding chassis (321) is formed of vehicle from the outside. Said wing plate (310) of the fastening holes (311) a pair of connecting plate (320) of the fastening holes (321) (B) after the same due to coincide lineally to combine is engaged so that the bolt, wing plate (310) and a pair of connecting plate (320) is coupled integrally laminated sandwich the fourth vehicle from the outside. While in said wing plating (310) a pair of connecting plating (320) (B) are connected by fastening power is applied are described but, other fastening method can achieve the same purpose and function within a range that the use of a number times are not correct. On the other hand said connecting plate (320) on the surface of said upper or lower (200) corresponding antenna in a longitudinal direction of a plurality of insulation (330) combined substrate. Said tension test piece for the graph for the results of experiments as follows. According to an embodiment of the present invention said (330) is HD22 or HD25 standard type are used. In the case of 6 axis strength to said HD22 1161. 3KN generated, material testing strength 1391. 2KN shall occur. In addition said HD25 axis strength of 6 to 1520. 1KN generated, material testing strength 1617. 4KN shall occur. In addition said plurality of (330) is said connecting plate (320) welded to flare to be made, flare welding welding strength Formula calculated using the vehicle from the outside. In the case of welding or welded to said HD22 minimum 240 mm length, said (330) per 1 to 561. 1KN bonded with a weld strength of vehicle from the outside. In addition HD25 minimum 280 mm length in the case of welding or welded to, said (330) per 1 to 628. 9KN weld strength of the bonded to be coated. In the present invention said (330) through a browser without intending to be limited to rear 6 a, 6 along fewer than or more construction environment and user used the number times a part being withdrawn from the body are not correct. A gel layer 8 and 9 also as shown, the plate is - (EZ) (300) around a steel reinforcement after, an asynchronous transmission site (S) which close a slab, said slab is the interior of the (EZ)- plate (300) is configured by the sample, column and slab easy to construct integrally rotating the disclosed. the plate is - (EZ) (300) that is constituted by a plurality of (330) due to, said slab slab supporting force resulting in a central portion can be placed 1 contrast. 6 Capable of approximately 1.5 to 2 contains many excellent workability and applied, provided the generated (Steel material) of steel for supporting the guide pin is a screen. In addition reduced by securing a story by steel improved in space, according to weight of the slab is at reduced, sag and vibration performance the camera be about 10%. In the embodiment of the present invention also relates to a method for other then Figure 6 shows a plane, said - (EZ) is the column portion (100) comprises a selected one of a pillar shape steel or steel ㅍ criticism section H used of vehicle from the outside. Said H ㅍ inside at the upper and lower steel steel or a stiffener (stiffener, 130) is provided in a flange formed in a direction horizontal reinforced the optical loss to be coated. H - (EZ) is composed of the steel such as steel or ㅍ said column portion (100) at a predetermined position the upper flange of the or/and lower flanges (200) and the plate (EZ)- (300) is coupled to the free surfaces are laid over each other. In the embodiment according to Figure 11 shows a coupling 10 of the present invention a gel layer and also other column unit (400) is shown in a drawing, said - (EZ) is the column portion (100) of descending operation of the penetrate to a through hole (111) coupled to, said - (EZ) is the column portion (110) is secured to the coupled it becomes, lock each other. Coupling said column unit (400) is said - (RZ) is the column portion (100) arranged in the center of the polygonal-shaped body member (410) on, said body member (410) a plurality of inner space of the connecting rod (420) are constructed of vehicle from the outside. Said body member (410) which connecting rod hole and said inner than a predetermined section (420) is coupled to one side of end penetration holes are formed side case member (411) is constructed of vehicle from the outside. Said case member (411) located at a distance from the pair of upper and lower spaced apart, opposing each other are formed in a disk shape that are configured to a pair of rotary part (412, 413) is constructed of vehicle from the outside. Said pair of rotary part (412, 413) are formed centrally of polygonal formation formed key way. In addition said rotating part (412, 413) of both sides opposing each other in the upper and lower surface that engages the threaded portion (414) is formed of vehicle from the outside. Said threaded portion (414) subjected to detailed later to other. Said connecting rod (420) bar having a predetermined length (421) wherein, said bar (421) side of bar (421) along an outside diameter of the thread (422) formed according to a, other side end close contact member (430) is coupled to the consists of. Inner (430) is said column unit (111) passed through a through hole (111) inserted into the be made, the through hole (111) is formed diameter greater than than, composed of elastic material through hole (111) can be smoothly inserted. Said inner (430) are formed in said flat surface is semi-spherical through hole (111) is firmly attached to the outer surface of the silicon so that the, - (EZ) is the column portion (100) tensile force occurring penetration corresponding to each other. Then coupling said column unit (400) - (EZ) is through the column portion (100) is described diffuse to a tensile force of regulating method. Said bar (421) at one side of a thread (422) is body member (410) and through a side of a predetermined position, said rotating part (412, 413) of threaded portion (414) and rotated to engage with one another on the vehicle from the outside. The, said rotating part (412, 413) a keyway formed in a predetermined direction rotated the key insert, said connecting rod (420) (EZ)- includes the column portion (100) according to move towards a toward the center of the, inner with step (430) is a plurality of column unit (110) direction by about subsequently, said tension is generated (EZ)- is the column portion (100) is rigidly secured to a vehicle from the outside. The waterproofed again in the opposite direction rotated the connecting rod (420) (EZ)- includes the column portion (100) by moving the outer direction, said - (EZ) is the column portion (100) is equal to a tensile force of control. (EZ)- such as is the column portion (100) the surface tension of the adjusted (EZ)- column portion (100) is randomly into reinforcing field, column unit coupling member (400) and integrated together so that the process is performed inside the content disclosed. While the user is a power 4 construction environment and of column unit (110) - (EZ) is composed of the column portion (100) either, one of steel or steel pillar ㅍ criticism section H of a skeleton selected by utilizing the coupling structure starting close thereto. In a of the present invention preferred embodiment said through a browser but, a corresponding splicing one skilled art poriae idea of the present invention within a range that the present invention not patent the following is claimed and area away from various level can be corrected and change to perform S802. 100: - (EZ) is the column portion 200: 300: - Is the plate (EZ) 400: Column unit coupling member The present invention relates to an EZ coupling structure for a beam and a column with reinforced end-moment and bending resistance. According to the present invention, the EZ coupling structure for a beam and a column with reinforced end-moment and bending resistance comprises: an EZ column part of a concrete filled steel tube (CFT) column formed in a square shape including an inscribed square-including square shape; an EZ girder reinforcement part surrounding the outside of an end part of a steel beam to prevent buckling of the end part of the steel beam; and an EZ plate coupling part. Accordingly, provided is a new-structured EX coupling structure for a beam and a column with reinforced end-moment and bending resistance, capable of applying a steel and rebar concrete composite beam structure to only a column coupling end part to which end-moment by 1.6 to 2 times in comparison with a central part. Moreover, since the EZ column part and the EZ plate coupling part are integrally formed, the column and the slab are integrally formed. Moreover, a plurality of rebars are extended in the EZ plate coupling part, thereby providing an advantage of improving the strength of the internal structure of the slab. COPYRIGHT KIPO 2018 Central portion is a steel beam, girder (Girder) preferred embodiment both sides end comprising synthetic enhance rigidity and bonded to the column (Column) using the coupling structure of the reinforcement structure of placed in, said triangular shape by bending a steel sheet having a predetermined thickness combined criticism section are formed in a plurality of the column unit (110) are connected together to both sides end ' ' Shape by being bonded integral CFT pillar which slides (EZ)- (Concrete Filled Steel Tube) is the column portion (100) on, said - (EZ) is the column portion (100) according to one aspect of the junction, a steel beam end open rectangular box-shaped upper surface configured to surround the outside form of, is reinforced by steel-reinforced concrete structure therein and it comes to become formwork section and end block field which is formed in the end of the buckling (200) on, said (200) configured for receiving the upper end of, said - (EZ) is one surface of the column portion (100) coupled to one side of, due to field introduction concrete (C) to be manufactured inside-borne film, said slab - (EZ) is integrated which slides the plate (300) is included characterized herein being withdrawn from the warpage of cyclohexane carboxylic acid (eZ) placed in the reinforced - and the coupling structure. According to Claim 1, said plurality of column unit (110) the shape of the criticism section of isosceles triangle shape elongated along a height direction perpendicular to the multi-stage to be formed is inserted, the two side faces 4 length of column unit (110) are bolted by a bent portion perpendicular and flare (Flare) welding (120) so that the square of the CFT is formed according to a criticism section shaped to be along the outer periphery of the column, said column unit (110) side edge are inscribed in said periphery angle middle point and ( ) Structure for preventing buckling of the column shaped CFT and transmits a criticism section of, said column unit (110) at predetermined intervals to the side edge vertically through the through holes (111) towards the continuous characterized this - the resistance placed in the warpage and reinforced (eZ) coupling structure. Central portion is a steel beam, girder (Girder) preferred embodiment both sides end comprising synthetic enhance rigidity and bonded to the column (Column) using the coupling structure of the reinforcement structure of placed in, said coupling structure forming a pillar ㅍ H a certain one of said H steel or steel or steel pillar configuration according to a horizontal stiffener ㅍ steel inside at the upper flange (Stiffener, 130) so that the optical loss with the reinforced this - (EZ) column portion (100) on, said - (EZ) is the column portion (100) according to one aspect of the junction, a steel beam end open rectangular box-shaped upper surface configured to surround the outside form of, is reinforced by steel-reinforced concrete structure therein and it comes to become formwork section and end block field which is formed in the end of the buckling (200) on, said (200) configured for receiving the upper end of, said - (EZ) is one surface of the column portion (100) coupled to one side of, due to field introduction concrete (C) configured to be manufactured so that the inner-borne, said slab - (EZ) is integrated which slides the plate (300) is included characterized herein being withdrawn from the warpage of cyclohexane carboxylic acid (eZ) placed in the reinforced - and the coupling structure. According to Claim 1 or Claim 3, said (200) includes said - (EZ) is the column portion (100) coupled on one side of H I consisting of steel or steel steel reinforcing (210) on, and steel reinforcing said side has been opened (210) configured to it puts around, [ssah a steel reinforcing said upper surface (210) is integrally formed with lower surface and the lower flange support surface of lower plate (221) and, said lower plate (221) on both of the ends said steel reinforcing (210) web (Web) upward by a pair of side plates extending perpendicular length (222) towards a reinforcement (220) on, said reinforcement (220) it comes to become spaced apart at predetermined intervals along the longitudinal direction of the diaphragm (230) including a characterized this - the resistance placed in the warpage and the reinforced (EZ) coupling structure. According to Claim 4, said diaphragm (230) to communicate with the plurality of through hole interconnects is adjacent compartment space which, along the longitudinal direction of said through hole that penetrates a tension block it comes to become, steel-reinforced, upper open through reinforcement (220) characterized herein field into a formwork section and end it comes to become placed in the warpage and the reinforced this - (EZ) coupling structure. According to Claim 1 or Claim 3, the plate is - (EZ) (300) is said one side end (EZ)- is the column portion (100) and has a predetermined welding (W) coupled to one side of the plate has a thickness of contents (Wing-a plate) (310) on, said wing plate (310) which lower surface bonded to the fastening holes (321) is coupled to a pair of connecting plate through bolt (B) (Connecting a-plate) (320) on, a pair of said connecting plate (320) bonded on the bottom surface or the upper surface of which a predetermined length through which the (330) including a characterized this - the resistance placed in the warpage and the reinforced (EZ) coupling structure. According to Claim 2, the column portion is said (EZ)- (100) side edge to penetrate a through hole (111) - (EZ) is that the column portion (100) is coupled to coupling member is secured to the column unit (400) so that it has more included herein characterized the warpage of cyclohexane carboxylic acid (EZ)- reinforced and placed in the coupling structure. According to Claim 7, coupling said column unit (400) is said - (EZ) is the column portion (100) of the central part of which slides a polygonal body member (410) on, bar having a predetermined length (421) consists, threaded hole (422) is formed said body member (410) through which are laid over each other on the side of the, said - (EZ) is the column portion (100) of through holes (111) formed on one side surface extends toward the other connecting rod (420) and, said connecting rod (420) according to a configuration of , said through hole (111) is firmly attached to the outer surface of the tension in an inward direction which is given the right to inner (430) power is applied to the warp and characterized herein placed in the reinforced this - (EZ) coupling structure. According to Claim 8, said body member (410) hole and said inner space unit is connecting rod (420) is coupled end to one side of the penetration holes are formed case member (411) on, said case member (411) configured as a pair of upper and lower spaced at predetermined intervals, are formed in a disk shape that are configured to opposing pair of rotary part (412, 413) on, said pair of rotary part (412, 413) of both sides opposing each other in the upper and lower surface that engages the threaded portion (414) is said connecting rod (420) threads (422) membrane and rotated to engage with, said connecting rod (420) (EZ)- includes the column portion (100) being withdrawn from the body toward the center of the generated tension toward characterized this - the resistance placed in the warpage and reinforced (EZ) coupling structure.
