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WO2017003003A1 - Procédé pour la construction d'un toit d'immeuble et matériau de construction utilisé pour celui-ci - Google Patents

Procédé pour la construction d'un toit d'immeuble et matériau de construction utilisé pour celui-ci Download PDF

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Publication number
WO2017003003A1
WO2017003003A1 PCT/KR2015/007248 KR2015007248W WO2017003003A1 WO 2017003003 A1 WO2017003003 A1 WO 2017003003A1 KR 2015007248 W KR2015007248 W KR 2015007248W WO 2017003003 A1 WO2017003003 A1 WO 2017003003A1
Authority
WO
WIPO (PCT)
Prior art keywords
fastening
fastened
roof
panel
slab formwork
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/KR2015/007248
Other languages
English (en)
Korean (ko)
Inventor
김귀환
노성환
임남기
김근배
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NEXPLUS CO Ltd
Original Assignee
NEXPLUS CO Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by NEXPLUS CO Ltd filed Critical NEXPLUS CO Ltd
Priority to BR112017028494A priority Critical patent/BR112017028494A2/pt
Publication of WO2017003003A1 publication Critical patent/WO2017003003A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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Classifications

    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • 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
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • 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
    • E04G25/00—Shores or struts; Chocks

Definitions

  • the present invention relates to a building roof construction method and building materials used therein. More particularly, the roof slab formwork can be easily installed and dismantled during construction of a building, and a work space can be secured to the maximum, and further improved work safety.
  • the present invention relates to a building roof construction method and a building material used therefor.
  • a multi-layered structure such as an apartment or a building
  • the upper layer is constructed while gradually moving upward from the lower layer.
  • the roof slab formwork is mainly used for plywood having a certain area, for example, is fixed to be positioned in a flat position in the roof slab area while being supported by a temporary support.
  • the support for supporting the roof slab formwork is mainly used in the wooden frame, the postures orthogonal to each other in the upper portion of the wall form, for example, arranged in a checkered structure and the roof slab formwork is a vertical load, that is, It is firmly installed so that the posture set by the weight of the poured concrete does not change.
  • the roof slab formwork is set on the support.
  • Installation work of the support is fixed to the wall formwork using a fastening member such as a nail using a separate ladder or climb up the wall formwork in the roof slab area spaced from the floor, and the support and the bottom surface installed as above Between the plurality of supporters are spaced apart to secure the support of the support.
  • the conventional roof slab formwork support is a structure that supports the roof slab formwork by fixing the pipes or lumber with nails or wires, etc., and thus cannot obtain satisfactory support.
  • a plurality of supporters for supporting the support should be installed at the bottom of the workplace, and thus, additional costs, as well as a narrow working area, make it difficult to secure a working space for smooth work.
  • the support since the support is manufactured to correspond only to the size of the roof slab to be constructed, it cannot be expected to be recycled or compatible at other construction sites after the construction once, so most of the support is disposed of as it is. there is a problem.
  • the present invention is to solve the above-mentioned problems of the prior art, the object of the present invention is not only easy to install and dismantle the roof slab formwork, but also greatly reduce the time required for construction, to ensure a satisfactory working safety
  • the present invention provides a method of constructing a roof that can be recycled and a building material used therefor.
  • Building material for building roof construction of the present invention according to an embodiment of the present invention for achieving the above object and the slab 1000 is fastened to the wall surface;
  • a rotating bracket 7000 which is fastened to the panel and fixes the horizontal beam
  • the slab 1000 is formed in a "c" shape is to be fastened to the slab formwork for placing concrete frame to fill the concrete when placing the concrete frame of the building, so as to fasten the slab formwork for placing concrete frame
  • the extension piece 1100 includes a fastening hole 1110 formed to penetrate the circular pin 5100 of the fixing member 5000, an inclined portion 1130 formed to have a predetermined slope thereon, and an inclined portion An extension surface 1150 which is formed to be located behind the inclined portion 1130 so as not to be in close contact with the slab formwork to the lower portion of the 1130, and formed to be located behind the extension surface 1150 to be in contact with the slab formwork at all It is characterized by consisting of one end 1170 not to be.
  • the slab formwork 3000 is formed in the "n" shape is fastened to the panel 1000 to be filled with concrete when placing the concrete frame of the building, the upper surface (3100) and the upper portion is filled with cement Consists of the side plate (3300) formed by bending the surface extending and lower;
  • the side plate 3300 is formed to be symmetrical from side to side with respect to the top surface, and the top of the side plate is formed to correspond to the inclined portion formed on the extension of the panel so as to be in contact with the panel with the minimum surface ( 3310, an extension surface 3330 formed to extend rearward from the inclination portion 3310 to the lower portion of the inclination portion 3310, and rearward in front of the same or in front of the inclination portion 3310 of the extension surface 3330. It is characterized in that the end 3350 and the fastening hole 3370 is formed on the extension surface 3330 so that the circular pin 5100 of the fixing member 5000 can be fastened through.
  • the fixing member 5000 is inserted into a circular pin 5100 for fastening and connecting the slab 1000 and the slab formwork 3000 or a building material, and the fastening groove 5110 of the circular pin to form a panel and the slab formwork 3000. ) Or wedge pins 5300 to prevent the circular pins 5100 from being detached from the building material to be connected;
  • Circular pin 5100 is made of the same shape as the fastening holes 1110 and 3370 to be inserted into the fastening holes 1110 and 3370 provided in the slab 1000 and the slab formwork 3000 or building materials, wedge pin ( 5300 is provided with a plurality of fastening grooves 5110 inserted therein, and when the general panel and slab formwork 3000 are to be fastened by inserting a wedge pin into the front fastening groove 5110 to fasten the panel and slab formwork 3000. Fix it;
  • the wedge pin 5300 When inserting an auxiliary panel or other building material between the slab 1000 and the slab formwork 3000, the wedge pin 5300 is inserted into the rear fastening groove 5110 to the panel and the slab formwork 3000. To secure the fasteners;
  • the wedge pins 5300 are inserted into the fastening grooves 5110 of the circular pins 5100 to prevent the circular pins 5100 from being detached from the panel and the slab formwork 3000 or the building material to be connected.
  • the lower part is formed narrower than the upper part so that it can be easily inserted into the groove, and a protrusion 5310 is formed in the center part, and when it is inserted into the fastening groove of the circular pin, it is fastened in a fitting type and external factors such as the progress generated during construction.
  • the separate dismantling tool is characterized in that it can be removed after insertion into the hole.
  • the rotation bracket 7000 is fastened and fixed to the inside of the slab 1000, and the support plate fastening portion 7100 and the support plate fastening portion 7100 is fastened so that the support plate can be rotated forward and backward and rotated back and forth
  • the support plate 7300 is fastened so that the link member can be rotated up and down
  • the support plate 7300 is fastened to the link member 7500, which is rotated up and down, and is fastened to the link member, and the slab formwork ( Consisting of a horizontal beam 6000 supporting 3000;
  • the fast plate fastening part 7100 is fastened and fixed to the inside of the slab 1000 fixed to the wall, and is fastened so that the support plate 7300 can be rotated back and forth, and is provided at one side and the support plate 7300 is fastened.
  • Reinforcement piece 7110 to be rotatable through hinge 7111 and support for supporting plate 7300 which is provided at the lower part of reinforcement piece 7110 and fastened to reinforcement piece 7110 by hinge 7111.
  • the support plate 7300 is fastened to the support plate fastening portion 7100 and rotated back and forth starting from the hinge 7111.
  • the support plate 7300 is provided on one side to the reinforcing piece 7110 and the support piece 7130 through the hinge 7111.
  • a fastening part 7310 having a fastening hole 7311 to be fastened, and a fastening hole 7330 which is provided at the other side of the fastening part so that the link member 7500 can be fastened up and down from the hinge 7313.
  • a fixing hole 7350 provided at an upper portion of the fastening hole to fix the link member 7500 to the fixing member 7151 during the construction process.
  • the link member 7500 is rotated up and down by being fastened to the support plate 7300, and is provided at the fastening hole 7510 and the fixing hole 7520 and the other side provided to correspond to the fastening hole formed in the support plate and the fixing hole. Characterized in that it consists of a second fastening hole (7530) for fastening the slab panel support plate (7700).
  • the supporter 9000 is formed in a pipe shape so that the sliding bar 9300 can be inserted and slid up and down, and is formed at a lower portion of the flange 9110 so as to be fixed to the ground, and extended to one side of the fixing bar. It is fastened to the flange 9131 and the flange to rotate the hinge to the starting point, the fixing bar (9100), the head (9133-1) for pressing and fixing the sliding bar (9300) and when released, the operator rotates the hinge to the starting point to release
  • a fixing bar 9100 composed of a release preventing unit 9130 made up of a lever 9133 having a pressing portion 9133-3 of the lever;
  • the protrusion 9310 which has a thread (9311) is formed so that the upper and lower height adjusting means (9500, 9500 ') to move up and down
  • the long groove 9330 is formed in the order of the protrusion 9310, the long groove 9930, the protrusion 9310, the long groove 9930, the long groove to move the upper and lower height adjusting means (9500,9500 ') up and down to a desired height.
  • the roof panel When the roof panel is fastened to the outside of the sliding bar 9300 and installed and dismantled by adjusting the sliding distance of the sliding bar 9300, the upper and lowered by a predetermined height when sliding and sliding,
  • the protrusions 9510 and the long grooves 9530 having the thread 9511 are formed to correspond to the protrusions 9310 and the long grooves 9930 formed on the bar 9300, and the protrusions 1050 and 9500 'are respectively provided on the upper and lower height adjusting means 9500 and 9500'.
  • the upper height adjusting means (9500) projections (9560), the lower height adjusting means (9500 ') stopper (9560 ') is provided so that the projection (9510') of the upper play control means and the projection (9510 ') or the long groove (9530 ") of the lower height adjustment means as the projection is caught on the stopper when the upper height adjustment means is rotated
  • the upper and lower height adjusting means (9500, 9500 ') by fastening one side by using a hinge (9570), and by combining the other side with a pin, so that it can be separated in half on the basis of the hinge bar 9100
  • the roof slab formwork and the horizontal beam are released from the panel of the part to be dismantled so that the sliding bar of the supporter is lowered along the groove of the fixed bar by the load of the roof slab formwork, and thus the roof slab formwork is lowered together.
  • the present invention was devised to solve the problem of dismantling the conventional roof slab formwork, and can be easily installed and dismantled the roof slab formwork, as well as the support assembly can be installed on the floor, so that it occurs during operation Safety accidents can be prevented beforehand to ensure maximum work safety.
  • the supports are not only made of metal but also support the lower region of the slab formwork in one or more directions, it is possible to ensure more improved support after installation.
  • the support is structured to be detachably fixed by fitting the standardized form, not only can greatly reduce the time required for installation and dismantling, but also can be recycled to obtain more improved work compatibility and disposal. The cost can be reduced.
  • the construction method according to the present invention can simplify the work process to significantly shorten the time required to install the roof slab formwork, as well as improve the work efficiency and construction quality.
  • FIG. 1 is an exploded perspective view according to an embodiment of the present invention
  • FIG. 2 is a perspective view according to an embodiment of the present invention.
  • Figure 3 is a perspective view showing a fastening state of the panel and the roof slab formwork according to an embodiment of the present invention
  • Figure 4 is an exploded perspective view showing a fixing member of the panel and the roof slab formwork according to an embodiment of the present invention
  • FIG. 5 is a perspective view showing a fastening state of a horizontal beam to a panel according to an embodiment of the present invention
  • FIG. 6 is an exploded perspective view showing a supporter according to an embodiment of the present invention.
  • FIG. 7 is a perspective view showing a supporter according to an embodiment of the present invention.
  • FIG. 11 is an exploded perspective view showing another example of the supporter according to the embodiment of the present invention.
  • 12 to 13 is a view showing a dismantling process according to an embodiment of the present invention.
  • FIG. 14 is a block diagram showing a construction process according to an embodiment of the present invention.
  • the building material used for construction is the slab 1000 is fastened to the wall; Deck 3000 is fastened to the panel; A fixing member 5000 for fastening the panel and the roof slab formwork; A rotating bracket 7000 which is fastened to the panel and fixes the horizontal beam; It supports the roof slab formwork and the horizontal beam, and when released, the supporter 9000 is lowered by the load of the roof slab formwork and the horizontal beam.
  • the slab 1000 is formed in a "c" shape is to be fastened to the slab formwork for placing concrete frame to fill the concrete when placing the concrete frame of the building, so as to fasten the slab formwork for placing concrete frame It is composed of an extension piece 1100 formed by bending one side after extending one side, and a lower surface 1130 formed to be supported by a support.
  • the extension piece 1100 includes a fastening hole 1110 formed to penetrate the circular pin 5100 of the fixing member 5000, an inclined portion 1130 formed to have a predetermined inclination thereon, and an inclined portion.
  • An extended surface 1150 which is formed to be located behind the inclined portion 1130 to the rear of the slab formwork so as not to be in close contact with the slab formwork to the lower portion of the portion 1130, and formed to be located behind the extended surface 1150 and the slab formwork at all End 1170 to be in contact with each other.
  • the slab formwork 3000 is formed in an “n” shape and fastened to the panel 1000 so that the concrete can be filled when the concrete framework of the building is poured.
  • the upper surface 3100 and the upper surface filled with cement are formed. It consists of a side plate 3300 formed by extending and bent downward.
  • the side plate 3300 is formed to be symmetrical from side to side with respect to the upper surface
  • the upper side plate is formed to correspond to the inclined portion formed on the extension of the panel inclined portion to be in contact with the panel with a minimum surface 3310, an extended surface 3330 formed to be positioned below the inclined portion 3310 to the lower portion of the inclined portion 3310, and an inclined portion 3310 of the extended surface 3330 at the same or front side.
  • An end portion 3350 extended to be positioned, and a fastening hole 3370 formed in the extension surface 3330 to allow the circular pin 5100 of the fixing member 5000 to be fastened therethrough.
  • the fixing member 5000 is inserted into the circular pin 5100 for fastening and connecting the slab 1000 and the slab formwork 3000 or building materials, and the fastening grooves 5110 of the circular pin and the slab formwork 3000. Or it is composed of a wedge pin (5300) to prevent the circular pin (5100) is detached from the building material to be connected.
  • the circular pin 5100 is made of the same shape as the fastening holes 1110 and 3370 to be inserted into the fastening holes 1110 and 3370 provided in the slab 1000 and the slab formwork 3000 or building materials, wedge pins. 5300 is provided with a plurality of fastening grooves 5110 are inserted, when you want to fasten the general panel and slab formwork (3000) by inserting the wedge pin into the front fastening groove (5110) to the panel and slab formwork (3000). Tighten.
  • the wedge pin 5300 is inserted into the rear fastening groove 5110 to form the panel and the slab formwork 3000.
  • the wedge pins 5300 are inserted into the fastening grooves 5110 of the circular pins 5100 to prevent the circular pins 5100 from being detached from the panel and the slab formwork 3000 or the building material to be connected.
  • the lower part is formed narrower than the upper part so that it can be easily inserted into the fastening groove, and a protrusion 5310 is formed in the center part so that when it is inserted into the fastening groove of the circular pin, it is fastened in a fitting type and externally generated during construction.
  • the upper portion of the protrusion (5310) is provided with a hole (5330) when the operator removes the hole when separating from the fastening groove (5110) of the circular pin (5100) Or insert a separate dismantling tool into the hole for removal.
  • the rotating bracket 7000 is fastened and fixed to the inside of the slab 1000, and is supported by the support plate fastening portion 7100 and the support plate fastening portion 7100 which are fastened so that the support plate can be rotated forward and backward, and rotated back and forth.
  • One end is connected to the support plate 7300 and the support plate 7300, the link member is fastened so as to be rotated up and down, the link member 7500, which is rotated up and down, is fastened to the link member, slab formwork (3000) It is composed of a horizontal beam (6000) supporting.
  • the support plate fastening portion 7100 is fastened and fixed to the inside of the slab 1000 fixed to the wall, and is fastened so that the support plate 7300 can be rotated back and forth, the support plate 7300 is provided on one side And a reinforcing piece 7110 to be rotatable through the hinge 7111 and a support plate 7300 provided at a lower portion of the reinforcing piece 7110 and fastened to the reinforcing piece 7110 by the hinge 7111. It consists of a support piece 7130.
  • the support plate 7300 is fastened to the support plate fastening portion 7100 is rotated back and forth starting from the hinge 7111, is provided on one side through the hinge 7111, the reinforcing piece 7110 and the support piece 7130
  • a fastening part 7310 having a fastening hole 7311 to be fastened to the fastening part, and a fastening hole 7330 provided on the other side of the fastening part so that the link member 7500 can be fastened up and down from the hinge 7313.
  • a fastening hole 7350 provided at an upper portion of the fastening hole 7330 to fix the link member 7500 with the fixing member 7331 during the construction process.
  • the link member 7500 is rotated up and down by being fastened to the support plate 7300, and is provided on the fastening hole 7510 and the fixing hole 7520 and the other side provided to correspond to the fastening hole formed in the support plate and the fixing hole.
  • the supporter 9000 includes a fixed bar 9100 formed in a pipe shape so that the sliding bar can be inserted and slid up and down; A sliding bar 9300 inserted into the fixed bar and vertically sliding to support the roof slab formwork; Upper and lower height adjusting means (9500, 9500 ') is fastened to the outside of the sliding bar to adjust the sliding distance of the sliding bar; It is provided on the inside of the fixed bar, one end is composed of a gas spring (9700) is fastened to the sliding bar so that the sliding bar is gradually downward when dismantling the roof slab formwork.
  • the fixing bar 9100 is formed in a pipe shape so that the sliding bar 9300 can be inserted and slid up and down, and a flange 9110 is formed at the bottom thereof so as to be fixed to the ground.
  • the upper part is provided with a departure prevention means (9130) for preventing the sliding bar 9300 from the fixed bar (9100).
  • the separation preventing means 9130 is provided as a lever 9133 which is rotatable from the flange 9131 extending from one side of the fixed bar to the hinge starting point, so that the head 9333-1 of the lever has an upper and lower height adjusting means ( 9500,9500 'to prevent the sliding bar 9300 from being released from the fixed bar (9100), and when released, the operator presses the pressing portion (9133-3) of the lever to rotate the hinge to the starting point to release it do.
  • the sliding bar 9300 is inserted into the fixed bar (9100) and slides up and down to support the roof slab formwork, the thread 9311, so that the upper and lower height adjustment means (9500,9500 ') to move up and down ) Are formed at least two projections 9310 and two long grooves 9330, respectively.
  • the protrusions 9310, the long grooves 9330 are formed in the order of the protrusions 9310 and the long grooves 9930.
  • the present invention only after the upper and lower height adjustment means (9500,9500 ') to the portion where the upper and lower height control means (9500,9500') is formed to move the upper and lower height adjustment means (9500,9500 ') up and down to the desired height long groove (9330) By sliding up and down along), you can easily and quickly move to the desired position.
  • a pair of upper and lower height adjusting means (9500, 9500 ') is fastened to the outside of the sliding bar (9300) to adjust the sliding distance of the sliding bar (9300) roof slab formwork fixed to the upper portion of the sliding bar (9300)
  • the projections 9510 and the long grooves 9930 formed with the thread 9511 is formed so as to correspond to the protrusions 9310 and the long grooves 9930 formed in the sliding bar (9300)
  • the upper height adjusting means 9500 has a protrusion 9560 and the lower height adjusting means 9500 'is provided with a stopper 9560' so that when the upper height adjusting means is rotated, the upper play adjusting means is caught by the stopper.
  • Protruding portion 9510 of the lower height adjustment means of the protrusion portion (9510 ') or long groove (9530 ") of the height was to be accurately matched.
  • the reason for making the height adjusting means double is that when sliding the sliding bar upward when only one is provided, the protrusion 9510 of the height adjusting means can be easily slid upwards after being aligned with the long groove 9330 of the sliding bar, but vice versa. This is because safety accidents may occur by descending at high speed by the weight of the sliding bar.
  • the roof slab is installed in order to pour the roof while maintaining the mating parts 9310 and 9510 'of the sliding bar 9300 and the protrusions 9510 and 9510' of the upper and lower height adjusting means 9500 and 9500 '.
  • the upper and lower height adjusting means (9500,9500 ') by rotating the projections 9310 formed on the sliding bar (9300) long grooves (9530,9530) formed in the upper and lower height adjusting means (9500,9500') ') Is formed in the sliding grooves 9300, the long grooves 9930, 9510' and 9530 'formed on the upper and lower height adjusting means 9500, 9500', respectively.
  • the roof is poured by moving the sliding bar 9300 upward.
  • the upper and lower height adjusting means (9500,9500 ') is rotated so that the protrusions (9510) of the upper play adjusting means have the long grooves (9530 ") of the lower height adjusting means.
  • the separation prevention means (9550) After fixing the upper and lower height adjusting means (9500, 9500 ') to be integrally rotated by the separation prevention means (9550), by rotating the upper and lower height adjusting means (9500, 9500') to be downward By sliding the sliding bar downwards, the roof slab formwork is demolished.
  • the upper and lower height adjusting means 9500 and 9500 ' are fastened to one side by using a hinge 9570, and the other side is joined by a pin so that the hinge can be separated by 1/2 based on the hinge. Even when the sliding bar 9300 is coupled to the fixed bar 9100, the upper and lower height adjusting means 9500 and 9500 'can be fastened to a desired position.
  • the gas spring 9700 is provided inside the fixed bar, and one end is fastened to the sliding bar so that the sliding bar gradually slides downward when dismantling the roof slab formwork so that the sliding bar falls at a high speed by the weight of the sliding bar and the roof slab formwork. To prevent the occurrence of safety accidents.
  • the construction process is as follows.
  • the construction phase consists of an installation step of installing panels and formwork, a casting and curing step of building and curing the building roof with cement, and a removing step of removing panels and formwork after the curing of the roof is finished.
  • Wall fastening panel (wall) is installed and fixed on the wall of the slope.
  • the supporter is then used to support the horizontal beam to prevent the deck from escaping when the roof is constructed.
  • the upper part of the sliding bar is fixed to the cradle fixed to the lower part of the horizontal beam, and then the upper and lower height adjusting means are rotated, and the protrusions formed on the upper and lower height adjusting means are provided on the sliding bar. Position it in the projection to prevent the sliding bar from falling.
  • cement is poured into the roof slab formwork, and the roof is cured.
  • the sliding bar of the supporter is lowered along the groove of the fixing bar by the load of the roof slab formwork, and thus the roof slab formwork is lowered accordingly.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

La présente invention concerne un procédé de construction d'un toit d'un immeuble et un matériau de construction utilisé pour celui-ci, qui facilitent l'installation et le démontage d'un moule de dalle de toit lorsqu'un immeuble est construit, qui peuvent assurer un espace de travail maximal et qui peuvent obtenir une meilleure sécurité de travail, le matériau de construction comprenant : une dalle (1000) fixée à une surface de paroi; un plancher (3000) accouplé à un panneau; un élément de fixation (5000) pour accoupler le panneau et le moule de dalle de toit; un crochet rotatif (7000) accouplé au panneau et fixant une poutre transversale; et un élément de support (9000) supportant le moule de dalle de toit et la poutre transversale et se déplaçant vers le bas sous l'effet de la charge du moule de dalle de toit et de la poutre transversale pendant le démontage.
PCT/KR2015/007248 2015-06-30 2015-07-13 Procédé pour la construction d'un toit d'immeuble et matériau de construction utilisé pour celui-ci Ceased WO2017003003A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
BR112017028494A BR112017028494A2 (pt) 2015-06-30 2015-07-13 método para construção de telhado de edifício, e material de construção usado para o mesmo

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR10-2015-0092661 2015-06-30
KR1020150092661A KR101673907B1 (ko) 2015-06-30 2015-06-30 건축물 슬라브시공방법 및 그에 사용되는 건축자재

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Publication Number Publication Date
WO2017003003A1 true WO2017003003A1 (fr) 2017-01-05

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PCT/KR2015/007248 Ceased WO2017003003A1 (fr) 2015-06-30 2015-07-13 Procédé pour la construction d'un toit d'immeuble et matériau de construction utilisé pour celui-ci

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KR (1) KR101673907B1 (fr)
BR (1) BR112017028494A2 (fr)
WO (1) WO2017003003A1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109537625B (zh) * 2018-11-09 2023-09-01 中国建筑第八工程局有限公司 管廊顶板模板的拆卸装置及管廊顶板模板的拆卸方法
KR102154492B1 (ko) 2020-04-03 2020-09-10 박옥경 인테리어 자재 시공방법

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020006549A (ko) * 2000-06-26 2002-01-23 최광덕 콘크리트 구조물용 조립식 거푸집
KR200433913Y1 (ko) * 2006-09-29 2006-12-13 송종필 거푸집 패널의 결합구
KR200437465Y1 (ko) * 2006-11-27 2007-12-05 김귀환 해체가 용이한 슬라브 거푸집 지지바
KR20100021324A (ko) * 2008-08-14 2010-02-24 (주)거혁산업 슬라브거푸집지지바 연결구조
KR20110039998A (ko) * 2009-10-13 2011-04-20 (주)거혁산업 서포터의 드럽장치
KR20120106264A (ko) * 2011-03-18 2012-09-26 (주)거혁산업 쇽업쇼바를 구비한 서포터 구조

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20050029967A (ko) 2003-09-24 2005-03-29 고려개발 주식회사 건축물의 슬라브 거푸집 지지체 어셈블리 및 이를 이용한슬라브 거푸집 시공방법
KR100817198B1 (ko) * 2007-07-26 2008-03-27 (주)거혁건설 슬라브 시공용 거푸집 서포터

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020006549A (ko) * 2000-06-26 2002-01-23 최광덕 콘크리트 구조물용 조립식 거푸집
KR200433913Y1 (ko) * 2006-09-29 2006-12-13 송종필 거푸집 패널의 결합구
KR200437465Y1 (ko) * 2006-11-27 2007-12-05 김귀환 해체가 용이한 슬라브 거푸집 지지바
KR20100021324A (ko) * 2008-08-14 2010-02-24 (주)거혁산업 슬라브거푸집지지바 연결구조
KR20110039998A (ko) * 2009-10-13 2011-04-20 (주)거혁산업 서포터의 드럽장치
KR20120106264A (ko) * 2011-03-18 2012-09-26 (주)거혁산업 쇽업쇼바를 구비한 서포터 구조

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