WO2019074283A1 - Structure de combinaison d'ensemble cadre en acier préfabriqué et de coffrage permanent léger pour béton composite armé - Google Patents

Structure de combinaison d'ensemble cadre en acier préfabriqué et de coffrage permanent léger pour béton composite armé Download PDF

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Publication number
WO2019074283A1
WO2019074283A1 PCT/KR2018/011931 KR2018011931W WO2019074283A1 WO 2019074283 A1 WO2019074283 A1 WO 2019074283A1 KR 2018011931 W KR2018011931 W KR 2018011931W WO 2019074283 A1 WO2019074283 A1 WO 2019074283A1
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WIPO (PCT)
Prior art keywords
leg
lightweight permanent
steel
formwork
lightweight
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PCT/KR2018/011931
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English (en)
Korean (ko)
Inventor
이창남
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(주)센벡스
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Publication of WO2019074283A1 publication Critical patent/WO2019074283A1/fr

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/36—Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements

Definitions

  • the present invention relates to a prefabricated steel frame assembly for steel composite concrete capable of improving workability and shortening of air by easily connecting a permanent formwork to a prefabricated steel frame assembly by sliding and fixing the lightweight permanent formwork on the front side of the prefabricated steel frame assembly Lightweight permanent formwork.
  • Formwork is a structure temporarily installed to make concrete with a certain shape and size in a short period of time until concrete is cured to a certain degree.
  • formwork is essential.
  • Such a formwork is basically a construction work for completion of a desired building or structure, and comprises a form board in contact with concrete and a strut, a wale, and a long support to support the formwork (Patent No. 10-0540641).
  • a formwork requires too much material, but it also takes a lot of time and money to assemble and disassemble the formwork and the tramp.
  • the larger the structure the greater the possibility of safety accidents due to the absence of workers during the installation or disassembly of such temporary materials.
  • the increase of the material and the construction amount required for the formwork construction is the main cause of the construction cost and the air increase, and the installation and disassembly of the formwork is a troublesome process which occupies a large part of the construction cost and the process of the entire concrete construction.
  • FIG. 1 The prior art shown in FIG. 1 has been developed to solve such a problem, and relates to a prefabricated monolithic prefabricated column having a prefabricated column framing with a prefabricated deck formwork (Patent No. 10-1490748).
  • the formwork 140 is fastened to the horizontal support member 120 by a direct-coupling screw or the like, and is coupled to the prefabricated framework.
  • FIG. 2 Another conventional art shown in FIG. 2 is a deck form fastening structure capable of sliding a form from a lower part to an upper part to be coupled to a pre-assembly frame (Japanese Patent No. 10-1618798).
  • Japanese Patent No. 10-1618798 Japanese Patent No. 10-1618798.
  • the above-described technique can easily connect the preform to the prefabricated frame by sliding the form without moving the fixed bar.
  • the present invention provides a combined structure of a pre-assembled steel frame assembly for a steel composite concrete and a lightweight permanent mold structure capable of solving the problem of construction cost and air increase due to the conventional formwork construction.
  • the present invention relates to a combination of a prefabricated steel frame assembly for steel composite concrete and a lightweight permanent formwork capable of easily bonding a formwork to a prefabricated steel frame assembly in a short time without regard to the position of a support bar connecting the prefabricated steel frame assembly Structure.
  • the present invention eliminates the need to slide and move the formwork along the longitudinal direction of the member at the end of the member, thereby eliminating the redundant space for the shortest formwork or the conventional formwork process, To provide a combined structure of the formwork.
  • the present invention provides a combined structure of a pre-assembled steel frame assembly for a steel composite concrete and a lightweight permanent mold without fear of leakage of the concrete paste.
  • the present invention in order to form a steel composite concrete member, a plurality of shaped steel materials disposed at positions spaced apart from each other at a certain interval from a member surface at each corner of the steel member,
  • the present invention relates to a coupling structure of a lightweight permanent formwork for joining a lightweight permanent formwork to a prefabricated steel frame assembly which is formed in a shape having a cross section, And a protruding portion protruding from one side or both sides of an inner end of a connecting portion protruding in the longitudinal direction of the member inside the flat plate portion, And an engaging hole of a hexagonal shape in which an enlarged portion is inserted and caught is formed.
  • Line for assembling concrete provides a coupling structure of the steel assembly and light weight permanent formwork.
  • a first coupling protrusion is formed at one end of the lightweight permanent mold, and a second coupling protrusion is formed at the other end of the enlarged portion of the protrusion.
  • the enlarged portion of the second coupling protrusion is in close contact with the connection portion of the first coupling protrusion, and the first coupling protrusion of the one lightweight permanent mold is coupled with the second coupling protrusion of the other lightweight permanent mold adjacent to the edge of the member,
  • the engaging portion of the reinforcing steel frame assembly for reinforced concrete concrete and the lightweight permanent formwork are provided with an engaging portion that is partially cut off at an enlarged portion of the first engaging projection portion and is bent at a predetermined angle so as to cover the enlarged portion of the second engaging projection portion.
  • the section steel material is arranged in a shape such that each leg is directed to the outside of the member, and an end portion of the support bar is provided with a coupling portion in which one leg is vertically bent inside the member,
  • the present invention provides a combined structure of a prefabricated steel frame assembly for a steel composite concrete and a lightweight permanent formwork, wherein the prefabricated steel frame assembly is joined to the outer side surfaces of the legs of the additional steel frame.
  • the reinforcing portion is formed by vertically bending the other side legs at the one side of the fastening hole, the upper side or the lower side of the fastening hole being combined with the lightweight permanent mold Structure.
  • a combined structure of a pre-assembled steel frame assembly for a steel composite concrete and a lightweight permanent mold characterized in that the other end of the support bar is provided with a vertically bent flange portion .
  • the member is a beam member for supporting a lower portion of the slab, and the deck plate is mounted on the upper portion of one side of the deck,
  • the present invention provides a combined structure of a pre-assembly steel frame assembly for a steel composite concrete and a lightweight permanent formwork.
  • one side leg of a fixing angle which is a-shaped steel, is tightly coupled to the other side leg of the upper side of the supporting bar on the side, and the other side leg of the fixing angle is connected to the other side leg of the deck supporting angle
  • the present invention provides a combined structure of a pre-assembled steel frame assembly for a steel composite concrete and a lightweight permanent mold.
  • the present invention has the following effects.
  • the lightweight permanent formwork is coupled to the pre-assembled steel frame assembly, the time required for formwork construction and disassembly as a building material and the construction cost thereof can be greatly reduced. In addition, it is possible to reduce the weight of the formwork, the carrying and the burden on the mold.
  • the enlarged portion of the protrusion formed inside the lightweight permanent formwork is fixed to the fastening hole of the supporting bar constituting the pre-assembled steel frame assembly, so that the form can be easily coupled to the pre-assembled steel frame assembly. Accordingly, it is possible to join the formwork in a short time without depending on the position of the support bar, thereby improving the workability and shortening the air.
  • the latching hole is formed in the other leg of the support bar, it is possible to connect the lightweight permanent formwork to the support bar at the front side of the pre-assembly steel frame assembly and to adjust the position by sliding the lightweight permanent formwork vertically or horizontally. This is possible. Therefore, there is no need for a space for the construction of the shortest formwork or a combination of existing formwork.
  • the rigidity of the projections formed inside the lightweight permanent formwork can withstand the side pressure of the concrete and effectively support the load of the upper slab.
  • the present invention can be widely applied not only to columns but also to beam members.
  • FIG. 1 is a perspective view of a conventional prefabricated deck deck form integrated prefabricated column.
  • FIG. 2 is a perspective view showing a form to be moved to a conventional upper part and coupled to a prefabricated frame.
  • Fig. 3 is a perspective view showing a coupling relationship between a pre-assembled steel frame assembly and a lightweight permanent mold.
  • FIG. 4 is a perspective view illustrating an embodiment of a lightweight permanent form.
  • FIG. 5 is a perspective view showing details of a support bar
  • Fig. 6 is a cross-sectional view showing the joining process of the support bar and the lightweight permanent mold shown in Fig. 5; Fig.
  • FIG. 7 is a cross-sectional view showing the coupling relationship of the neighboring lightweight permanent formwork.
  • FIG. 8 is a cross-sectional view illustrating a process of bonding a neighboring lightweight permanent mold to a support bar
  • Figure 9 is a perspective view showing another embodiment of a lightweight permanent form.
  • FIG. 10 is a perspective view showing a coupling relationship between the lightweight permanent formwork shown in FIG. 9 and a prefabricated steel frame assembly.
  • FIG. 11 is a plan view showing the coupling relationship between the lightweight permanent mold shown in FIG. 9 and the prefabricated steel frame assembly.
  • FIG. 12 is a cross-sectional view showing a coupling relationship between the first engaging protrusion and the second engaging protrusion of the lightweight permanent mold adjacent to the edge of the member;
  • FIG. 13 is a perspective view showing a support bar having an engaging portion
  • FIG. 14 is a perspective view showing a coupling relationship between a support bar-shaped steel material on which an engagement portion is formed;
  • FIG. 15 is a perspective view showing a support bar provided with a reinforcing portion
  • 16 is a perspective view showing a support bar provided with a flange portion
  • FIG. 17 is a cross-sectional view showing the relationship between the support bar and the lightweight permanent mold shown in Fig. 16;
  • FIG. 18 is a perspective view showing a coupling relationship between a vertical bar and a support bar of a vertically adjacent lightweight permanent formwork.
  • Fig. 19 is a perspective view showing a coupling relationship between a pre-assembled steel frame assembly and a lightweight permanent mold, which is a beam member; Fig.
  • 20 is a perspective view showing a coupling relationship between a support bar and a deck support angle by a fixing angle
  • 21 is a sectional view showing a state in which a deck plate is provided on a top of a beam member
  • the combined structure of the pre-assembled steel frame assembly and the lightweight permanent mold assembly for steel composite concrete comprises a plurality of shaped steel members disposed at positions spaced apart from each other at a certain interval from the member surface at each corner of the member for forming a steel composite concrete member
  • a lightweight permanent formwork for joining a lightweight permanent formwork to a prefabricated steel frame assembly which is connected to a shaped steel to interconnect adjacent steel forms and which has a cross section formed in a shape so that one leg is fixedly coupled to the shaped steel
  • the lightweight permanent mold has a flat plate portion for forming an outer surface of the member and a protruding portion protruding to one side or both sides of the inner end portion of the connecting portion protruding in the longitudinal direction of the member inside the flat plate portion, , And the other side leg of the support bar Is formed.
  • FIG. 3 is a perspective view showing a connection relationship between a pre-assembled steel frame assembly and a lightweight permanent mold
  • FIG. 4 is a perspective view showing an embodiment of a lightweight permanent mold.
  • the combined structure of the pre-assembled steel frame assembly and the lightweight permanent mold for steel composite concrete according to the present invention is characterized in that, in order to form a steel composite concrete member, Sectional shape is formed to be connected to the shaped steel material 1 so as to connect the plurality of shaped steel materials 1 arranged at positions spaced apart from each other and the adjacent shaped steel material 1, And a support bar (2) fixedly coupled to the steel material (1), wherein the lightweight permanent mold (3) comprises a flat plate for forming the outer surface of the member And a protrusion 32 protruding from one side or both sides of the inner end of the connection part 321 protruding in the longitudinal direction of the member inside the flat part 31, The other side of the support bar (2) And a latching hole 221 for receiving the enlarged portion 322 is formed in the latch portion 22.
  • the prefabricated steel frame assembly can be manufactured in advance in a factory for the purpose of forming a steel composite member such as a column or a beam.
  • the prefabricated steel frame assembly 1 includes a steel member 1 and a steel member 1 adjacent to each other, And a supporting bar (2) for mutually connecting the two.
  • the supporting bar 2 is a part to which the lightweight permanent formwork 3 is directly coupled and is coupled to the outside of the shaped steel 1 by means of rivet, bolt, welding or the like.
  • the support bars (2) are arranged so as to be spaced apart from each other along the longitudinal direction of the members.
  • the supporting bar 2 has a cross-sectional shape, one leg 21 is fixed to the shaped steel 1, and the other leg 22 is positioned outside the member.
  • the other side leg 22 of the support bar 2 is formed with a latching hole 221 at the end thereof.
  • the latching hole 221 is formed in such a manner that the enlarged portion 322 of the lightweight permanent mold 3 is inserted and communicated with the outside.
  • a plurality of the locking holes 221 are formed so as to be spaced apart from one another along the longitudinal direction of the supporting bar 2, that is, the width direction of the member.
  • the supporting bar 2 may be formed of a steel material such as a Z-shaped steel or a D-shaped steel or a lightweight steel.
  • the lightweight permanent mold 3 includes a flat plate 31 for forming the outer surface of the member, and a connecting portion 321 protruding in the longitudinal direction of the member inside the flat plate 31 And a protruding portion 32 having an enlarged portion 322 protruding from one side or both sides of the inner end portion.
  • the protrusions 32 may also be formed in a plurality of spaced apart from each other along the width direction of the member, such as the engagement hole 221.
  • the lightweight permanent mold 3 can stand well against the concrete side pressure.
  • the lightweight permanent molds 3 are fixed in the concrete to improve the structural performance.
  • the protrusion 32 includes a connection portion 321 and an enlarged portion 322.
  • the connecting portion 321 may protrude from the inside of the flat plate 31 so as to be perpendicular to the flat plate 31.
  • the enlarged portion 322 is protruded to one side or both sides of the inner end of the connection portion 321.
  • the protrusion 32 is formed so that the enlarged portion 322 protrudes only to one side It is preferable to form it in a rhombic shape.
  • the enlarged portion 322 is inserted into the retaining hole 221 of the support bar 2 and hooked to fix the lightweight permanent mold 3 to the support bar 2.
  • the enlarged portion 322 may be integrally formed by bending an end portion of the connection portion 321.
  • a flat plate 31, a connecting portion 321 and an enlarged portion 322 may be formed by bending a single flat plate.
  • the protrusions 32 may be formed on both left and right ends of the lightweight permanent mold 3. In this case, the protrusions 32 may be formed in a letter shape or a T shape.
  • the support bar 2 and the lightweight permanent mold 3 may be contacted at one or more points in order to prevent slip in the longitudinal direction of the lightweight permanent mold 3, that is, in the longitudinal direction of the member.
  • the lightweight permanent formwork (3) is lightweight and can reduce the weight of the formwork, and is easy to handle and easy to install as compared to existing formwork. This can reduce the labor costs in the construction site and reduce the construction cost.
  • the lightweight permanent mold 3 can be preattached to the support bar 2 coupled to the shaped steel 1 and can be mounted on the spot.
  • Fig. 5 is a perspective view showing the details of the support bar
  • Fig. 6 is a cross-sectional view showing the joining process of the support bar and the lightweight permanent mold shown in Fig.
  • FIG. 5 A method of joining the support bar 2 and the lightweight permanent mold 3 will be described with reference to FIGS. 5 and 6.
  • FIG. 5 A method of joining the support bar 2 and the lightweight permanent mold 3 will be described with reference to FIGS. 5 and 6.
  • the lightweight permanent mold 3 is slid in the width direction of the member as shown in FIG. 6 (b)
  • the enlarged portion 322 is hooked on the inner side.
  • the lightweight permanent mold 3 can be joined regardless of the installation height of the support bar 2.
  • FIG. 7 is a cross-sectional view showing a coupling relationship between neighboring lightweight permanent molds
  • FIG. 8 is a cross-sectional view illustrating a process of coupling neighboring lightweight permanent molds to a support bar.
  • the width of the member is greater than the width of the lightweight permanent mold 3, several lightweight permanent molds 3 are joined to one side of the member.
  • the adjacent lightweight permanent molds 3 and 3 ' are formed such that one lightweight permanent mold 3 is vertically bent inward from the end of the connecting portion 321, And the other lightweight permanent mold 3 'is formed so as to have an outer shape at an end portion of the connecting portion 321' so as to be in close contact with the a-shaped protruding portion 32 in the adjacent side end protruding portion 32 ' So that the enlarged portion 322 'is formed.
  • the side ends of the adjacent lightweight permanent molds 3 and 3 ' can be brought into close contact with each other and can be firmly fixed.
  • the neighboring lightweight permanent molds 3, 3 'shown in Fig. 7 can be constructed in the following order.
  • one side end of a one-side lightweight permanent mold 3 having a one-side protruding portion 32 formed in a shape is inserted into a retaining hole 221 of a supporting bar 2, The mold 3 is slidably moved in the member width direction so that the enlarged portion 322 of the protruding portion 32 is hooked on the inner end of the engaging hole 221.
  • the protrusion 32 'of the end portion of the other lightweight permanent mold 3' is inserted into the locking hole 221 of the supporting bar 2,
  • the protrusions 32 and 32 'of the two lightweight permanent molds 3 and 3' are installed so as to be in close contact with each other.
  • FIG. 9 is a perspective view showing another embodiment of the lightweight permanent formwork
  • FIG. 10 is a perspective view showing the coupling relationship between the lightweight permanent formwork shown in FIG. 9 and the prefabricated steel frame assembly
  • FIG. 5 is a plan view showing the engagement relationship between the permanent mold and the prefabricated steel frame assembly.
  • FIG. And Fig. 12 is a cross-sectional view showing a coupling relationship between the first engaging projection and the second engaging projection of the lightweight permanent mold adjacent to the edge of the member.
  • a first engaging protrusion 32a is formed in which the enlarged portion 322 of the protrusion 32 is bent outward, and the other end
  • a second engaging protrusion 32b is formed in which the enlarged portion 322 of the protrusion 32 is bent inward so that the first engaging protrusion 32a of the one lightweight permanent mold 3 on the other side
  • the enlarged portion 322b 'of the second engaging protrusion 32b' is coupled to the second engaging protrusion 32b 'of the lightweight permanent mold 3' while the enlarged portion 322b '
  • the engaging portion 322a is partially engaged with the enlarged portion 322a of the first engaging protrusion 32a and is bent at a predetermined angle so as to cover the enlarged portion 322b 'of the second engaging protrusion 32b' 323 may be provided.
  • the lightweight permanent molds 3, 3 'adjacent to each other at the edge of the member are installed in the order of installing the one lightweight permanent mold 3 and the other lightweight permanent mold 3'.
  • the enlarged portion 322b 'of the other lightweight permanent mold 3' can be slidingly engaged with the coupling portion 321a of the one lightweight permanent form 3 and the connecting portion 321a (FIG. 12).
  • the locking part 323 of the one lightweight permanent mold 3 is caught by the enlarged part 322b 'of the other lightweight permanent mold 3' so that the one lightweight permanent mold 3 is removed from the supporting bar 2 Can be prevented.
  • the lightweight permanent mold 3 prevents the projecting portion 32 from slipping out in the direction of the outer side of the member by slidingly engaging the projecting portion 32 so as to be engaged with the latching hole 221,
  • the protruding portion 32 may be disengaged from the latching hole 221 when sliding again in the opposite direction.
  • the engaging portion 323 can be prevented from being caught by the second engaging protrusion 322 of the adjacent second light- So that the lightweight permanent mold 3 slides in the opposite direction to prevent the protrusion 32 from being pulled out from the locking hole 221.
  • the latching parts 323 may be formed to be spaced apart from each other along the longitudinal direction of the lightweight permanent mold 3.
  • the lightweight permanent molds 3 and 3 'adjacent to each other at the edge of the member are coupled to each other to form the support bar 2 ) Can be maintained in a fixed state.
  • Fig. 13 is a perspective view showing a support bar provided with a coupling portion
  • Fig. 14 is a perspective view showing a coupling relationship between a support bar-shaped steel material with a coupling portion.
  • the shaped steel 1 is arranged such that each leg is directed to the outside of the member, and one end of the supporting bar 2 is provided with one side leg 21,
  • the engaging portion 211 may be vertically bent to the inner side so that the engaging portion 211 is engaged with the outer side surface of the leg of the steel material 1.
  • the supporting bar 2 may be bent vertically so that the end of the one side leg 21 coupled to the shaped steel 1 is located inside the member.
  • the support bar 2 can be joined to the shaped steel member 1 without a welding process as shown in Fig.
  • the engaging portion 211 can be formed by cutting the one leg 21 and the other leg 22 at a predetermined length from the end of the support bar 2 and vertically bending the one leg 21 inside the member .
  • the engaging portion 211 formed in this manner is bolt-fastened so as to be brought into close contact with the outer side surface of the leg of the molded steel member 1.
  • the coupling portion 211 may be provided at both ends of the support bar 2.
  • the cutting length for forming the engaging portion 211 is determined in consideration of the distance between the legs of the neighboring steel members 1 facing each other.
  • Bolt through holes may be previously formed in the leg portions of the shaped steel material 1 corresponding to the engaging portions 211 and the engaging portions 211.
  • FIG. 15 is a perspective view showing a supporting bar provided with a reinforcing portion.
  • the reinforcing part 222 may be provided at one side of the latching hole 221 and the other side leg 22 may be vertically bent upward or downward.
  • the reinforcing portion 222 reinforces the portion of the other leg 22 cut to form the latching hole 221 and supports the enlarged portion 322 of the lightweight permanent mold 3.
  • the reinforcing portion 222 may be formed by cutting the other leg 22 to form the hooking hole 221 and bending the incised portion upward or downward by 90 degrees.
  • reinforcing portions 222 bent downward are formed on both sides of the entrance side of the latching hole 221.
  • reinforcing portion 222 is also possible to form the reinforcing portion 222 only on one side of the entrance side of the latching hole 221.
  • the reinforcing portion 222 may be formed on the side of the engaging hole 221 so that the reinforcing portion 222 can directly support the enlarging portion 322. [ It is preferably formed on the side surface close to the inner end.
  • the reinforcing portion 222 may be formed at the inner end of the locking hole 221.
  • Fig. 16 is a perspective view showing a support bar provided with a flange portion
  • Fig. 17 is a cross-sectional view showing a coupling relationship between the support bar and the lightweight permanent die shown in Fig.
  • a flange 23 may be provided at an end of the other leg 22 of the support bar 2, the flange 23 being vertically bent upward or downward.
  • the flange portion 23 is formed by bending the end portion of the other leg 22 upward or downward by 90 degrees, thereby increasing the cross-sectional performance of the support bar 2.
  • the support bar 2 may be formed of a cold-rolled member, or a general-shaped steel may be used.
  • the flange portion 23 can support the enlarged portion 322 of the lightweight permanent mold 3 so as not to be detached. 17, the a-shaped latching hole 221 may be formed at the end of the other leg 22, and the entrance of the latching hole 221 may be formed only by the thickness of the flange 23.
  • Fig. 18 is a perspective view showing the coupling relationship between the vertical joint and the support bar of the lightweight permanent mold adjacent to the upper and lower sides.
  • the vertical joints of the lightweight permanent molds 3a and 3b adjacent to each other in the vertical direction are coupled to any one of the support bars 2, and the support bar 2 to which the vertical joints are coupled,
  • the upper and lower portions of the lower lightweight permanent formwork 3a and the lower portion of the upper lightweight permanent formwork 3b are formed as a pair of upper and lower legs 22 and 22 ' And may be coupled to the other leg 22 'and the other upper leg 22, respectively.
  • the lengths of the upper and lower cantilevers of the lightweight permanent molds 3a and 3b become longer and may be vulnerable to the concrete installation pressure.
  • the vertical joints of the upper and lower lightweight permanent molds 3a and 3b are placed on the support bar 2 and the support bar 2 is formed in a C shape so that the ends of the upper and lower lightweight permanent molds 3a and 3b
  • the upper and lower lightweight permanent molds 3a and 3b can be firmly supported by the vertical joints by being coupled to the other upper and lower legs 22 and 22 'of the supporting bar 2.
  • FIG. 19 is a perspective view showing a connection relationship between a pre-assembled steel frame assembly and a lightweight permanent formwork, which is a beam member
  • FIG. 20 is a perspective view showing a coupling relationship between a support bar and a deck support angle by a fixing angle
  • Sectional view showing a state in which a deck plate is provided on a member.
  • the member is a beam member for supporting the lower part of the slab, and is formed as a shape steel on the outside of the upper end of the support bar 2 'on the side, and a deck plate 6 So that the deck supporting angle 4 can be engaged in the longitudinal direction of the member so that the deck supporting member 4 can be mounted.
  • the deck plate 6 can be directly mounted on the upper-shaped steel material 1 when the deck plate 6 for slab construction is installed. In this case, however, concrete may not be properly installed between the shaped steel 1 and the lightweight permanent mold 3.
  • the deck plate 6 on the outside of the lightweight permanent mold 3 so as to open between the upper-shaped steel material 1 and the lightweight permanent mold 3.
  • a separate deck supporting angle 4 is provided outside the supporting bar 2 'located on the side of the beam member so that the deck plate 6 can be mounted on the outside of the lightweight permanent form 3 Respectively.
  • the one side leg of the fixing angle 5 is tightly coupled to the other side leg 22 of the upper side of the supporting bar 2 'on the side, and the other side leg of the fixing angle 5 is engaged with the deck supporting angle & (4).
  • a separate fixing angle 5 can be coupled to the supporting bar 2 'and the deck supporting angle 4 can be fixed to the supporting bar 2' via the fixing angle 5.
  • the fixing angle 5 may be joined to the supporting bar 2 'to form a generally Z-shaped cross section together with the supporting bar 2'.
  • the combined structure of the pre-assembled steel frame assembly and the lightweight permanent mold assembly for steel composite concrete of the present invention is combined with the pre-assembled steel frame assembly, the time required for construction and disassembly of the formwork as a construction material and the construction cost thereof can be greatly reduced ,
  • the enlarged portion of the protruding portion formed inside the lightweight permanent formwork is fixed to the fastening hole of the support bar constituting the pre-assembled steel frame assembly so that the mold can be easily coupled to the pre-assembled steel frame assembly, It is possible to improve the workability and shorten the length of the air in the industrial application.

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Abstract

La présente invention concerne une structure de combinaison d'un ensemble cadre en acier préfabriqué et d'un coffrage permanent léger pour un béton composite armé. Un coffrage permanent léger peut être accouplé sur tous les côtés d'un ensemble cadre en acier préfabriqué et déplacé de manière coulissante pour être fixé, de telle sorte que le coffrage permanent puisse être facilement combiné avec l'ensemble cadre en acier préfabriqué, ce qui permet d'améliorer la constructibilité et permet la réduction de la période de construction.
PCT/KR2018/011931 2017-10-13 2018-10-11 Structure de combinaison d'ensemble cadre en acier préfabriqué et de coffrage permanent léger pour béton composite armé WO2019074283A1 (fr)

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KR10-2017-0133459 2017-10-13
KR1020170133459A KR20190041785A (ko) 2017-10-13 2017-10-13 강합성콘크리트용 선조립 철골 조립체와 경량 영구거푸집의 결합 구조

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021035280A1 (fr) * 2019-08-28 2021-03-04 Form 700 Pty Ltd Améliorations apportées à un coffrage de colonne
CN113049328A (zh) * 2021-03-11 2021-06-29 华东交通大学 制备不同沉积角度砂土试样的装置
EP3971362A4 (fr) * 2019-05-13 2023-02-08 Senvex Co., Ltd. Structure de combinaison de coffrage perdu léger et assemblage d'acier préfabriqué pour élément composite acier-béton

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KR102270444B1 (ko) * 2019-11-21 2021-06-29 (주)더나은구조엔지니어링 측면 및 하부강판을 고정철물과 연결강봉을 이용하여 일체화시키는 강판 거푸집 보
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CN113049328A (zh) * 2021-03-11 2021-06-29 华东交通大学 制备不同沉积角度砂土试样的装置

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