KR101685290B1 - Wall deck panel for construction - Google Patents

Wall deck panel for construction Download PDF

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Publication number
KR101685290B1
KR101685290B1 KR1020150077383A KR20150077383A KR101685290B1 KR 101685290 B1 KR101685290 B1 KR 101685290B1 KR 1020150077383 A KR1020150077383 A KR 1020150077383A KR 20150077383 A KR20150077383 A KR 20150077383A KR 101685290 B1 KR101685290 B1 KR 101685290B1
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KR
South Korea
Prior art keywords
deck
coupling
disposed
pair
plate
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KR1020150077383A
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Korean (ko)
Inventor
김광섭
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김광섭
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Priority to KR1020150077383A priority Critical patent/KR101685290B1/en
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Publication of KR101685290B1 publication Critical patent/KR101685290B1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings

Abstract

The present invention provides a wall deck panel for construction, which comprises: a side deck panel having a side deck plate, a side truss girder arranged on the side deck plate, and a side reinforcing unit coupled to the side deck plate or the side truss girder; a side coupling unit arranged in the side truss girder or the side reinforcing unit to protrude at one side of the side deck plate; and a fixing unit fixing the side coupling unit and a side coupling unit of another side deck panel.

Description

[0001] WALL DECK PANEL FOR CONSTRUCTION [0002]
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining structure of a wall deck panel for building and each wall deck panel.
The most widely used construction method is reinforced concrete structure because reinforced concrete structure is good in stiffness, durability, fire resistance, vibration resistance, and sound insulation.
Since the conventional formwork method used for building such a reinforced concrete structure is complicated in process, it is difficult to disassemble the formwork and formwork, and a large amount of waste material is generated. Therefore, the method using the deck panel is now being applied to the floor or ceiling slab .
These deck panels are made in a certain place and are transported to the building site and placed on the floor or ceiling of the building. After the concrete is laid, the building structure is formed after a certain period of curing process.
However, such a conventional deck panel has a problem that it is limited to a slab of a floor or a ceiling of a building. It is difficult to maintain the smoothness of the panel due to the load of the concrete placed on the side wall, and it is difficult to reuse the steel sheet when the steel sheet for diarrhea recovery is added.
The reinforced concrete wall structure has to go through a long time and complicated process. First, to form the structure, after the reinforcing process, the wall reinforcing bars are assembled, the concrete forming frame is formed to form the wall form, the slab form is manufactured and assembled, and after the slab reinforcement assembly is completed, After the wall mold is demolished and a considerable period of time has elapsed for curing the concrete, the dismantling process is completed before the concrete surface treatment or the gypsum board work is finished.
In short, the conventional construction method has a disadvantage in that the entire construction air is lengthened, and even the use of the recovery panel can negate the purport of environment-friendly construction.
In addition, the construction method using a conventional deck panel involves a site laying process for connecting each deck panel. This is because there is a problem that the overall construction period is prolonged due to welding at the site or additional reinforcement work, which increases the labor cost, increases the material cost, or affects the quality of work depending on the skill of the on-site technology.
In addition, due to the structural nature of the wall, many small diameter reinforcing bars are repeatedly installed, so that it takes a lot of time to construct couplers or welding joints structurally, and this reinforcing bar joint is a big disadvantage that considerably delays the air.
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and it is an object of the present invention to provide a wall deck panel structure and a finishing material that can be integrated with each other, thereby reducing the air in a reinforced concrete building, And to provide an eco-friendly architectural deck panel capable of improving the quality of construction and minimizing construction waste.
Another object of the present invention is to provide a deck panel for a deck which can be coupled between deck panels disposed in each of the compartment buildings, and which can easily and quickly construct a high-rise building.
In order to achieve the above object, the present invention provides a side deck panel comprising: a side deck plate; a side truss girder disposed on the side deck plate; and a side reinforcement portion coupled to the side deck plate or the side truss girder; A side engaging portion disposed on the side truss girder or the side reinforcing portion and projecting to one side of the side deck plate; And a fixing part fixing the side coupling part and the side coupling part of the other side deck panel.
The side truss girder may include a pair of lattices formed in a predetermined waveform; A phase current formed in a ladder shape and vertically arranged on the side deck plate so that one side thereof is coupled to an upper pitch of the pair of lattices to fix the pair of lattice upper sides; And a pair of lower currents arranged parallel to each other below the pair of lattices.
The side coupling portion may further include an upper protrusion extending from the upper side to protrude from the side deck plate and a lower protrusion extending from the upper plate to protrude from the side deck plate.
Further, the protruding length of the upper protruding portion may be formed twice or more than the protruding length of the lower protruding portion.
The fixing portion may include a first guide bar having a long bar shape disposed on one side of one end of the upper projecting portion and a second guide bar disposed on an opposite side of the first guide bar, And a second guide bar having a long bar shape disposed on the outer side.
The side reinforcing portion may include a first reinforcing member coupled to each of the inner side of the pair of lattices and the lower side of the pair of lower lids and disposed perpendicular to the pair of lower lids.
The side joint portion may further include a one-side fastening member formed at one end of the first stiffener of the side reinforcing portion and having a free end disposed at the upper end.
The one-side fastening member may be bent upward in a hook shape, and the width of the bent portion may be smaller than the width between the free end and the first stiffener.
Further, the side coupling portion may be formed in a U-shape at the other end of the first stiffener of the side reinforcing portion, and may further include a second coupling member second coupling member having a free end disposed at the upper end.
In addition, the one-side fastening member may be formed in a direction opposite to the other side fastening member.
The fixing part may include a hook bar disposed between the one side coupling member and the other side coupling member of the other side deck panel.
Further, the hook bar is formed in a rectangular shape, and between the uppermost engaging portion of the one side engaging member of the other side deck panel and the lowermost engaging portion of the other side engaging member of the other side deck panel And one end may be bent into a hook shape to be seated on the uppermost one-side fastening member.
The side deck plate may further include a base portion for detachably supporting a lower side surface of the side deck plate.
The height of the base portion may be the same as or higher than the lower protruding portion protruding from the side deck plate.
The side deck plate is formed with an arm coupling portion formed by bending at least three times on both side surfaces thereof,
The side coupling unit may further include a coupling plate formed on both sides of the side coupling unit, the coupling plate being formed between the two side deck panels.
Also, a part of the coupling plate may include a net-like mesh structure.
In addition, the coupling plate may further include a hook disposed on the inner side so as to be engaged with the crosswise side coupling portion.
A top deck panel including a top deck plate, a top truss girder disposed on the top deck plate, and a top surface reinforcement coupled to the top deck plate or the top truss girder; And an upper surface coupling part disposed on the upper surface truss girder and projecting to one side of the upper surface deck plate.
In addition, the fixing portion may fix the side coupling portion, the side coupling portion of the other side deck panel, and the top coupling portion.
The upper surface truss girder may include a pair of lattices formed in a predetermined waveform; A phase current formed in a ladder shape and vertically arranged on the upper surface deck plate so that one side is coupled to an upper pitch of the pair of lattices to fix the upper side of the pair of lattices; And a pair of lower currents arranged parallel to each other below the pair of lattices.
The upper surface coupling portion may further include side protrusions extending from both ends of the upper and lower surfaces to protrude from the upper surface deck plate.
The fixing portion may include four fixing bars arranged at respective corners of the space in which the upper projecting portion and the lower projecting portion of the other side deck panel intersect with each other and a fixing bar disposed between the fixing bars, And a jack that presses each of the corners formed by intersecting the lower protrusions.
The fixing portion includes four fixing bars arranged at respective corners of the space in which the upper side projecting portion, the lower side projecting portion of the other side deck panel and the side projecting portion intersect, And a jack for pressing the bar to each of the corners formed by intersecting the upper projecting portion, the lower projecting portion and the side projecting portion.
The jack also includes a control bar on which a thread is formed; A through hole through which the control bar passes and which is moved by the thread, and a body having four link holes formed at equal intervals of 90 degrees; Four supports supporting the respective fixed bars; And four link bars having one end and the other end linked to the link hole and the support portion of the body, respectively.
In addition, the body, the support, and the link bar may be disposed in a pair facing each other, and the threads of the control bar through which the through holes of the body are moved may be formed in mutually opposite directions.
The present invention can provide a wall deck panel having an excellent structural rigidity in which a mutual coupling structure that is rigid so as to be disposed on a side surface or an upper surface of a building is realized.
In addition, the present invention is capable of quickly assembling and assembling a complicated structural connection work between wall panels as a fixing part for fixing the shape of a reinforcing bar and a reinforcing bar of a connecting part at once, and, due to this technical idea, And the speed of on-site assembly of pre-assembled wall panels can be increased to dramatically shorten the installation air.
Further, the present invention can provide a wall deck panel capable of shortening the construction period and reducing construction waste materials.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1A is a view showing two side deck panels according to an embodiment of the present invention and a coupling plate joined together in a line. FIG.
1B is a partially enlarged view of two side deck panels according to an embodiment of the present invention joined together in a row by a coupling plate, a fixing bar and a jack.
1C is a partial enlarged view of Fig. 1B. Fig.
1D is a partially enlarged view of a side deck panel according to an embodiment of the present invention in which two of the side deck panels are joined at right angles by a coupling plate, a fixing bar and a jack.
Figure 2a illustrates two side deck panels and two top deck panels coupled together by a securing bar and a jack, in accordance with an embodiment of the present invention.
FIG. 2B illustrates the side deck panel further coupled to the upper side of FIG. 2A; FIG.
FIG. 3A is an enlarged view of an upper portion of FIG. 1A. FIG.
FIG. 3B is an enlarged view of a lower portion of FIG. 1A. FIG.
FIG. 3C is a top view of FIG. 3A; FIG.
4A is a view illustrating a fixed bar and a jack according to an embodiment of the present invention.
Figure 4b illustrates a securing bar and jack according to another embodiment of the present invention.
5A illustrates a jack according to an embodiment of the present invention.
Figure 5B illustrates a jack according to another embodiment of the present invention.
Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.
Unless defined otherwise, all terms used herein are the same as the generic meanings of the terms understood by those of ordinary skill in the art, and where the terms used herein contradict the general meaning of the term, they shall be as defined herein.
It is to be understood, however, that the invention is not limited to the disclosed embodiments, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims.
FIG. 1A is a side view of a side deck panel according to an embodiment of the present invention; FIG. 1B is a side view of the side deck panel according to an embodiment of the present invention; FIG. FIG. 1C is a partial enlarged view of FIG. 1B, FIG. 1D is a side view of a side deck panel according to an embodiment of the present invention, in which two of the side deck panels are coupled at right angles with a coupling plate, Which is a partially enlarged view.
That is, embodiments of the present invention may enable robust coupling between the side deck panels and may incorporate a plurality of side deck panels in a row or at a right angle as shown. Also, although not shown, the side deck panel may be joined in a cross (+) form.
2A is a view showing that two side deck panels and two top deck panels are combined by a fixing bar and a jack according to an embodiment of the present invention, Fig.
In other words, the embodiment of the present invention can achieve not only the joining between the side deck panels as shown in Figs. 1A to 1D but also the joining of the top deck panels. This can reduce the air shortening, reduce the construction cost and improve the durability of the building .
FIG. 3A is an enlarged view of the upper part of FIG. 1A, FIG. 3B is an enlarged view of the lower part of FIG. 1A, FIG. 3C is a view from the upper side of FIG. FIG. 5A is a view showing a jack according to an embodiment of the present invention, and FIG. 5B is a view showing a jack according to another embodiment of the present invention. FIG. 1 shows a jack according to an embodiment.
3A through 5B, the technical idea of the present invention shown in FIGS. 1A through 2B will be described in detail.
A wall deck panel according to an embodiment of the present invention may include a side deck panel 100, a side coupling part 200 and a fixing part 300. The base deck panel 400, the upper deck panel 500, Or an upper surface coupling portion 600. [0033] FIG.
The side deck panel 100 may include a side deck plate 110, a side truss girder 120, and a side reinforcing part 130.
Since the side surface deck plate 110, the side truss girder 120 and the side reinforcing part 130 are opposed to each other, the side deck plate 110, the side truss girder 120, Lt; / RTI >
Thus, for a side structure, one deck panel, that is, a deck panel constituting the outer wall, is described below, and the inner wall only describes the outer wall and other structures.
The side deck plate 110 may be formed in a rectangular plate shape and may include at least one pair of ribs 111 arranged to face each other with openings facing each other to fix a lattice 121 to be described later have.
Specifically, the rib 111 may be formed by bending the side deck plate 110 or may be coupled to the side deck plate 110.
The side deck plate 110 may be formed by bending at least three times on both sides of the side deck plate 110. The arm engaging portion 112 may be formed by a plurality of And can be coupled with the portion 251.
Also, although the side deck plate 110 is not shown, an embossed portion may be formed at regular intervals to improve mechanical strength. Such an embossing portion may be formed by pressing the side deck plate 110 of the metal material.
The side truss girder 120 is disposed on the side deck plate 110 and may include a pair of lattices 121, an upper current 122 or a lower current 123.
Specifically, the lattice 121 may have a predetermined waveform and may include a bent portion having a bent lower pitch, and the bent portion may be formed to be disposed in the rib 111.
Accordingly, in the embodiment, the lattice 121 is disposed directly above the side deck plate 110 to provide a deck panel with a low height, which results in a reduced thickness of the concrete slab placed in the truss girder, So that the space efficiency inside can be increased.
At least two or more lattices 121 may be arranged parallel to the side deck plate 110. A total of two pairs of lattices 121 may be arranged in one side deck plate 110 As shown in FIG.
Also, the lattice 121 may be formed by bending as a reinforcing bar, and the bending portion and the pair of ribs 111 may be coupled by an electric pressure point method. Such an electric pressure pointing method is to pressurize and fuse high-voltage electricity between the bending portion and the ribs 111, thereby increasing the mechanical and physical bonding strength unlike the conventional bonding method.
The phase current 122 may be coupled to an upper pitch of the pair of lattices 121 to fix the upper portion of the pair of lattices 121. Specifically, the phase current 122 is formed in a ladder shape, and is vertically disposed on the side deck plate 110 so that one side is coupled to an upper pitch of the pair of lattices 121, and the pair of lattices 121 ).
In addition, the phase current 122 may be coupled between the upper pitches of the pair of lattices 121, and this coupling method may be implemented by the above-described electric point method.
The side truss girder 120 may include a pair of lower legs 123 spaced apart from the rib 111 by a predetermined distance below the pair of lattices 121, .
Therefore, a first stiffener 131, which will be described later, may be disposed between the rib 111 and the lower end 123, and this structural feature is not limited to the mechanical strength of the side deck panel 100 according to the embodiment of the present invention. Can be further improved.
In addition, each of the lower currents 123 may be coupled to the lower pitch of the pair of lattices 121 as a long straight-line reinforcing bar, and such a coupling method may be implemented by the above-described electric point method.
On the other hand, as a conventional construction method, concrete pouring using a deck panel on the side of a building is not used. This is because conventional deck panels can not tolerate the load of such concrete because the load of the concrete being laid is greater at the side than at the top.
However, the wall for a shrink-proof deck panel of the present invention is excellent in mechanical strength and can be applied to a side surface of a building, which can shorten air and efficiently secure an internal space.
Specifically, the side reinforcement 130 may be coupled to the side deck plate 110 and / or the side truss girder 120 to improve the strength of the side deck panel 100. The first reinforcement 131, A second stiffener 132, or a third stiffener 133. The second stiffener 132,
Each of the side reinforcing portions 130 may be formed as a long reinforcing bar or a bent reinforcing bar, and may be combined with other components by electric welding, electric pressure point, wire, or the like.
The first stiffener 131 may be coupled to each of the inner sides of the pair of lattices 121 and the lower side of the pair of lower ends 123 and may be disposed perpendicular to the pair of lower ends 123 .
These first stiffeners 131 may be disposed at equal intervals on a part of the side deck plate 110 or may be disposed only on the edges. However, when considering the load of concrete, a plurality of first stiffeners 131 may be provided on the entire side deck plate 110 .
In order to improve the mechanical strength of the concrete to be laid between the first stiffeners 131, auxiliary stiffeners 131a of a truss structure may be disposed.
One end and the other end of the second reinforcing member 132 may be coupled to each of the pair of bottom ends 123 to improve the rigidity of the side truss girder 120. That is, a ladder-like structure is formed by the combination of the pair of lower current 123 and the second reinforcing member 132.
The third stiffener 133 may have one end coupled to the phase current 122 and the other end bent at a right angle twice or more to be coupled with the second stiffener 132. Also, ). ≪ / RTI >
In addition, the embodiment may further include a bracket-shaped seating plate 140 fastened to the third stiffener 133 or the side deck plate 110 above the side deck plate 110.
When the upper surface deck panel 500 to be described later is seated on the upper side and concrete is laid, the seating plate 140 disperses its load, and the building wall deck panel of the embodiment stably supports the upper surface deck panel 500 You can do it.
Here, the rib 111, the lattice 121, the phase current 122, and the bottom current 123 of the side deck panel 100 may be formed to be long in parallel with the long side of the side deck plate 110.
The first reinforcing member 131 or the second reinforcing member 132 may be formed parallel to the short side of the side deck plate 110.
In addition, the coupling between the above-described components may be combined with welding or a separate coupling member, but they may be combined by the above-described electric power point method.
The side coupling part 200 may be disposed on the side truss girder 120 or the side reinforcing part 130 and protrude to one side of the side deck plate 110. The side coupling portion 200 according to this embodiment is disposed for coupling with the other side deck panel 100 and / or the topside deck panel 500.
The side coupling portion 200 includes an upper protruding portion 210, a lower protruding portion 220, a first coupling member 230 and a second coupling member 240 and is disposed between the two side deck panels 100 And may further include a coupling plate 250.
The upper protrusion 210 may extend from the phase current 122 and protrude from the side deck plate 110 so that the free protrusion 210 is spaced apart from the side deck plate 110.
The upper protruding portion 210 may be disposed to intersect the side protruding portion 610 of the upper surface deck panel 500 or the lower protruding portion 220 of the other side deck panel 100 to be described later, The overall mechanical strength can be improved by inserting the fixing part 300 to be described later.
The lower protrusion 220 may extend from the phase current 122 to protrude from the side deck plate 110 and may have a free end spaced apart from the side deck plate 110 .
The lower protruding portion 220 may be disposed to intersect the side protruding portion 610 of the upper surface deck panel 500 or the upper protruding portion 210 of the other side deck panel 100 to be described later, The overall mechanical strength can be improved by inserting the fixing part 300 to be described later.
The protruding length of the upper protruding portion 210 may be more than twice the protruding length of the lower protruding portion 220. This is because when the upper surface deck panel 500 is disposed on the upper side of the side deck panel 100, So that the other side deck panels 100 can be vertically stacked.
Therefore, two fixing bars 340 and a plurality of jacks 350, which will be described later, can be fitted in the upper side projection 210 in a vertical direction.
Meanwhile, as shown, the lower protrusion 220 may be covered by a base unit 400, which will be described later, when it is not coupled to another deck panel module such as a first floor of a building.
The one side coupling member 230 may be formed in a U-shape at one end of the first stiffener 131 and a free end thereof may be disposed at the top end 122 and the other side coupling member 240 may be connected to the first stiffener 130. [ Like shape at the other end of the upper plate 131 and a free end thereof may be disposed at the upper plate 122.
The width of the bent portion is smaller than the width between the free end and the first stiffener 131 so that the other fastening member 230 of the adjacent wall deck panel 240). ≪ / RTI >
That is, the one side coupling member 230 is formed in a direction opposite to the other side coupling member 240, and the other side coupling member 240 is seated on the hook portion of the one side coupling member 230, The bonding strength can be improved.
The coupling plate 250 has a male coupling portion 251 formed on both sides thereof to be engaged with the female coupling portion 112 of the side deck plate 110, (Not shown).
Further, the engaging plate 250 may have an embossed portion at regular intervals to improve mechanical strength. Such an embossing portion may be formed by pressing the coupling plate 250 of the metal material.
Also, a portion of the coupling plate 250 may include a net-like mesh 252 structure and may be formed in a direction perpendicular to the ground as shown. The mesh 252 structure is used to remove moisture generated when the concrete is poured into the building wall deck panel according to the embodiment.
The coupling plate 250 includes a hook 253 disposed on the inner side so as to be fastened to the crossing side coupling portion 200, specifically, the one side coupling member 230 and / or the other side coupling member 240 .
The embodiment of the present invention enables the coupling between the side deck panels 100 and also the connection to the upper surface deck panel 500, so that the air can be significantly reduced.
The upper deck panel 500 of the embodiment includes an upper deck plate 510, an upper truss girder 520 disposed on the upper deck plate 510, And an upper surface reinforcing portion 530 coupled to the upper surface truss girder 520 or the upper surface truss girder 520.
The upper surface truss girder 520 includes a pair of lattices 521 formed in a predetermined waveform and a lattice 521 formed in a ladder shape so that one side of the upper deck plate 521 is coupled to an upper pitch of the pair of lattices 521, And a pair of lower currents 523 arranged in parallel to each other below the pair of lattices 521. The upper current 522 is a current that is perpendicular to the pair of lattices 521 and fixed to the upper portion of the pair of lattices 521, . ≪ / RTI >
Also, the upper surface deck panel 500 can be applied to the features of the side surface deck panel 100 described above.
The upper surface deck panel 500 may further include an upper surface coupling portion 600 disposed on the upper surface truss girder 520 and projecting to one side of the upper surface deck plate 510.
The upper surface coupling part 600 may further include side surface protrusions 610 extending from both ends of the upper surface 522 and protruding from the upper surface deck plate 510. The side surface protrusions 610 Is fixed by the fixing portion 300 to be described later, intersecting with the side protruding portion 610 of the upper surface deck panel 500, the upper protruding portion 210 of the side deck panel 100 and / or the lower protruding portion 220 .
The fixing part 300 may fix the side coupling part 200 of the side deck panel 100 and the side coupling part 200 of the other side deck panel 100, Side coupling portion 200 and a top coupling portion 600 to be described later.
The fixing part 300 includes a long bar-shaped first guide bar 310 disposed on the outer side of one end of the upper projecting part 210 and a second guide bar 310 disposed on the opposite side of the first guide bar 310, Shaped second guide bar 320 disposed on the outer side of the lower side protrusion 220 of the other side deck panel 100 which is disposed to intersect with the first side wall 210 and the other side side deck panel 100.
That is, the first guide bar 310 and the second guide bar 320 function as a stopper function so that the side deck panel 100 disposed below and the other side deck panel 100 positioned thereon can be accurately positioned can do.
The first guide bar 310 and the second guide bar 320 may be reinforcing bars or pipes that are fixed to the upper protrusion 210 and the lower protrusion 220 by electric welding or otherwise.
The fixing part 300 may include a hook bar 330 disposed between the one side coupling member 230 and the other side coupling member 240 of the other side deck panel 100, (330) can further strengthen the connection between the side deck panels (100), and the concrete to be poured can be hardened and a more rigid structure can be formed.
The hook bar 330 is formed in a rectangular shape and the hook joining part 330 and the other side joining member 240 of the other side deck panel 100 and the one side joining member 230 Side coupling member 240 of the other side deck panel 100 and one end thereof may be bent into a hook shape to be seated on the uppermost one side fastening member 230. [
The fixing part 300 includes four fixing bars 340 disposed at the respective corners of the space where the upper protruding part 210 and the lower protruding part 220 of the other side deck panel 100 intersect, And further includes a jack 350 disposed between the fixing bars 340 to press each of the fixing bars 340 to each of the corners formed by intersecting the upper and lower protrusions 210 and 220 can do.
The fixing bar 340 includes an upper protrusion 210 and a lower protrusion 220. The upper protrusion 210 and the side protrusion 610 or the upper protrusion 210, the lower protrusion 220 and the side protrusion 610 It is possible to arrange the wall deck panel according to the embodiment more firmly and to form a more rigid structure while the concrete to be laid is hardened.
The upper and lower protrusions 220 and 220 and the portion where the fixed bar 340 is in contact can be bent at a right angle without being subjected to a curved line due to the jack 350, The manufacturing cost is reduced, and at the same time, the concrete to be poured is solidified, so that a more rigid structure can be formed.
Specifically, the jack 350 includes a control bar 351 for forming a thread, and a through hole 352a passing through the control bar 351 at the center and being moved by the thread, One end and the other end of which are linked to the link hole and the support portion 353 of the body, respectively, to which the link bars 352b are formed, the four support portions 353 for supporting the respective fixing bars 340, Four link bars 354 may be included.
Here, the body, the support portion 353, and the link bar 354 are arranged in a pair facing each other, and the threads of the control bar 351 through which the through holes of the body are moved are formed in mutually opposite directions, The support bars 353 are pressed against the respective fixing bars 340 in a direction in which the support bars 353 are pressed against the respective fixing bars 340. As a result, It will be done.
The supporting portion 353 may have a shape for effectively supporting the upper projecting portion 210, the lower projecting portion 220, and / or the side projecting portion 610. That is, basically, the fixing bars 340 are formed in a U-shape so that they can be seated, and the free ends of the fixing bars 340 correspond to the upper protrusion 210, the lower protrusion 220 and / or the side protrusion 610 A recess of the shape can be formed.
The base portion 400 may detachably support a lower surface of the side deck plate 110. The base 400 may include an outer base 410 and an inner base 420. The height of the base 400 may be a lower protrusion 220 protruding from the side deck plate 110, As shown in FIG.
The outer base 410 and the inner base 420 support the lower side of the side deck plate 110 and are formed in a U shape so that the open portion can be disposed in a direction opposite to the side truss girder 120 have.
A plurality of connecting members 430 may be fastened to the outer base 410 and the inner base 420 to maintain a gap between the facing surfaces of the outer base 410 and the inner base 420 and may be detached from the building wall deck panel according to the embodiment .
In other words, the side deck panel 100 and the top deck panel 500 according to the embodiment of the present invention include the side coupling portion 200 and the top side coupling portion 600, respectively. By eliminating the complicated process of forming a normal wall formwork through the joints having excellent mechanical strength including the fixing part 300 which can be firmly implemented, the durability of the building superior to the conventional one is realized and at the same time, Thus reducing construction costs.
It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the invention as defined by the appended claims. Range and its equivalent range.
100: side deck panel 110: side deck plate
111: a pair of ribs 112: female coupling portion
120: side truss girder 121: a pair of lattices
122: Award current 123: Fall current
130: side reinforcing portion 131: first reinforcing member
131a: auxiliary stiffener 140: seat plate
200: side coupling portion 210: upper protrusion
220: lower protrusion 230: one side fastening member
240: other side fastening member 250: engaging plate
251: male connecting portion 252: mesh
253: hook 300:
310: first guide bar 320: second guide bar
330: hook bar 340: fixed bar
350: Jack 351: Control bar
352: Body 352a: Through hole
352b: Link hole 353:
354: Link bar 400: Base portion
410: outer base 420: inner base
430: connecting member 500: upper surface deck panel
510: upper surface deck plate 511: a pair of ribs
512: female coupling portion 520: upper surface truss girder
521: A pair of Lattice 522: Phase current
523: bottom side 530: upper side reinforcement part
600: upper surface coupling portion 610:

Claims (25)

  1. A side deck panel comprising a side deck plate, a side truss girder disposed on the side deck plate, and a side reinforcing portion coupled to the side deck plate or the side truss girder;
    A side engaging portion disposed on the side truss girder or the side reinforcing portion and projecting to one side of the side deck plate; And
    And a fixing part fixing the side coupling part to the side coupling part of the other side deck panel,
    Wherein the side truss girder comprises a pair of lattices formed in a predetermined waveform and a pair of lattice upper portions arranged vertically to the side deck plates so that one side of the lattice is coupled to an upper pitch of the pair of lattices, And a pair of lower currents arranged parallel to each other below the pair of lattices.
  2. delete
  3. The method according to claim 1,
    The side-
    An upper protrusion extending from the upper surface to be protruded from the side deck plate;
    And a lower protrusion extending from the upper surface to be protruded from the side deck plate.
  4. The method of claim 3,
    Wherein the projecting length of the upper projecting portion is formed to be twice or more than the projecting length of the lower projecting portion.
  5. 5. The method of claim 4,
    The fixing unit includes:
    A long bar-shaped first guide bar disposed on the outer side of one end of the upper projecting portion,
    Further comprising a second guide bar disposed on an opposite side of the first guide bar and disposed on an outer side of a lower side projection of the other side deck panel which is disposed to intersect with the upper side projection.
  6. The method according to claim 1,
    The side reinforcing portion
    And a first reinforcing member coupled to each of the inner side of the pair of lattices and the lower side of the pair of lower ends, the first reinforcement being vertically disposed with respect to the pair of lower ends.
  7. The method according to claim 6,
    The side-
    Further comprising a one-side fastening member having a U-shape at one end of the first stiffener of the side reinforcing portion and having a free end disposed at the upper end of the first stiffener.
  8. 8. The method of claim 7,
    Wherein the one-side fastening member is bent upward in a hook shape, and the width of the bent portion is formed to be smaller than the width between the free end and the first reinforcement.
  9. 8. The method of claim 7,
    The side-
    And a second fastening member formed on the other end of the first reinforcing member of the side reinforcing portion and having a free end disposed at the upper end of the upper fastening member.
  10. 10. The method of claim 9,
    And the one side fastening member is formed in a direction opposite to the other side fastening member.
  11. 11. The method according to claim 9 or 10,
    The fixing unit includes:
    And a hook bar disposed between the one side fastening member and the other side fastening member of the other side deck panel.
  12. 12. The method of claim 11,
    The hook bar is formed in a rectangular shape and disposed between an uppermost engaging portion of the one side engaging member of the side deck panel and the lowermost engaging portion of the other side engaging member of the other side deck panel and the one engaging member And is once bent into a hook shape to be seated on the uppermost one side fastening member.
  13. The method of claim 3,
    And a base portion for detachably supporting a lower side surface of the side deck plate.
  14. 14. The method of claim 13,
    And the height of the base portion is equal to or higher than a lower protruding portion protruding from the side deck plate.
  15. The method according to claim 1,
    Both side surfaces of the side deck plate are formed with an arm engagement portion bent at least three times,
    Further comprising a coupling plate formed on both sides of the side coupling portion and having a male coupling portion coupled to the female coupling portion, the coupling plate disposed between the two side deck panels having the female coupling portion.
  16. 16. The method of claim 15,
    Wherein a portion of the coupling plate comprises a net-like mesh structure.
  17. 16. The method of claim 15,
    Wherein the coupling plate further comprises a hook disposed on the inner side so as to be engaged with the crossed side coupling portion.
  18. The method of claim 3,
    An upper deck panel including an upper surface deck plate, an upper surface truss girder disposed on the upper surface deck plate, and an upper surface reinforcement coupled to the upper surface deck plate or the upper surface truss girder; And
    Further comprising an upper surface engaging portion disposed on the upper surface truss girder and projecting to one side of the upper surface deck plate.
  19. 19. The method of claim 18,
    The fixing unit includes:
    Wherein the side coupling portion, the side coupling portion of the other side deck panel, and the top coupling portion are fixed.
  20. 19. The method of claim 18,
    The upper surface truss girder comprises:
    A pair of lattices formed in a constant waveform;
    A phase current formed in a ladder shape and vertically arranged on the upper surface deck plate so that one side is coupled to an upper pitch of the pair of lattices to fix the upper side of the pair of lattices; And
    And a pair of lower currents arranged in parallel below each of the pair of lattices.
  21. 21. The method of claim 20,
    Wherein the upper surface coupling portion further includes side surface protrusions extending from both ends of the upper and lower surfaces to be protruded from the upper surface deck plate.
  22. The method of claim 3,
    The fixing portion includes four fixing bars arranged at respective corners of the space in which the upper projecting portion and the lower projecting portion of the other side deck panel intersect,
    Further comprising a jack disposed between the fixing bars to press each of the fixing bars to respective corners formed by intersecting the upper and lower protrusions.
  23. 22. The method of claim 21,
    The fixing portion includes four fixing bars arranged at respective corners of the space in which the upper projecting portion, the lower projecting portion of the other side deck panel, and the side projecting portion intersect,
    Further comprising a jack disposed between the fixing bars to press each of the fixing bars to respective corners formed by intersecting the upper protruding portion, the lower protruding portion and the side protruding portion.
  24. 24. The method according to claim 22 or 23,
    The jack includes:
    A control bar in which a thread is formed;
    A through hole through which the control bar passes and which is moved by the thread, and a body having four link holes formed at equal intervals of 90 degrees;
    Four supports supporting the respective fixed bars; And
    And four link bars, one end and the other end being linked to the link holes and the support portions of the body, respectively.
  25. 25. The method of claim 24,
    Wherein the body, the support, and the link bar are disposed in pairs facing each other,
    Wherein the threads of the control bar through which the through holes of the body are moved are formed in mutually opposite directions.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20210007141A (en) * 2019-07-10 2021-01-20 주식회사 반석구조엔지니어링 Precast type hollow concrete slab construction method for wall-type apartment and precast type hollow concrete slab using the same

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Publication number Priority date Publication date Assignee Title
JPH0754428A (en) * 1993-08-11 1995-02-28 Takenaka Komuten Co Ltd Method of constructing wall by truss reinforcing bar embedded form
KR20070097891A (en) * 2006-03-30 2007-10-05 황진원 Precast concrete panel with mortar and its method of construction
KR20090054506A (en) * 2007-11-27 2009-06-01 주식회사 제일테크노스 Wall form unit and structure
KR101182536B1 (en) * 2011-10-20 2012-09-12 전호형 Prefabricated double wall precast concrete pannel having surface material, reinforcing rod according to the purpose

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0754428A (en) * 1993-08-11 1995-02-28 Takenaka Komuten Co Ltd Method of constructing wall by truss reinforcing bar embedded form
KR20070097891A (en) * 2006-03-30 2007-10-05 황진원 Precast concrete panel with mortar and its method of construction
KR20090054506A (en) * 2007-11-27 2009-06-01 주식회사 제일테크노스 Wall form unit and structure
KR101182536B1 (en) * 2011-10-20 2012-09-12 전호형 Prefabricated double wall precast concrete pannel having surface material, reinforcing rod according to the purpose

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20210007141A (en) * 2019-07-10 2021-01-20 주식회사 반석구조엔지니어링 Precast type hollow concrete slab construction method for wall-type apartment and precast type hollow concrete slab using the same
KR102209700B1 (en) * 2019-07-10 2021-01-29 주식회사 반석구조엔지니어링 Precast type hollow concrete slab construction method for wall-type apartment and precast type hollow concrete slab using the same

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