KR101673907B1 - Roof building construction methods and construction materials used him - Google Patents

Roof building construction methods and construction materials used him Download PDF

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Publication number
KR101673907B1
KR101673907B1 KR1020150092661A KR20150092661A KR101673907B1 KR 101673907 B1 KR101673907 B1 KR 101673907B1 KR 1020150092661 A KR1020150092661 A KR 1020150092661A KR 20150092661 A KR20150092661 A KR 20150092661A KR 101673907 B1 KR101673907 B1 KR 101673907B1
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KR
South Korea
Prior art keywords
panel
fastening
slab panel
slab
fastened
Prior art date
Application number
KR1020150092661A
Other languages
Korean (ko)
Inventor
김귀환
노성환
임남기
김근배
Original Assignee
주식회사 넥스플러스
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Publication date
Application filed by 주식회사 넥스플러스 filed Critical 주식회사 넥스플러스
Priority to KR1020150092661A priority Critical patent/KR101673907B1/en
Priority to PCT/KR2015/007248 priority patent/WO2017003003A1/en
Priority to BR112017028494A priority patent/BR112017028494A2/en
Application granted granted Critical
Publication of KR101673907B1 publication Critical patent/KR101673907B1/en

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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
    • 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

Abstract

The present invention relates to a method of constructing a slab of a building and a building material used therefor, in which a slab panel is easily installed and disassembled at the time of construction of a building, a work space can be maximally secured, ,
A wall fastening panel 1000 fastened to a wall;
A slab panel 3000 which is fastened to the wall fixing panel;
A fixing member 5000 for fastening the panel and the slab panel to each other;
A support plate fastening portion 7100 fastened to the inside of the wall fastening panel 1000 and fastened so that the support plate can be pivoted forward and backward and a support plate fastening portion 7100 fastened to the support plate fastening portion 7100 and rotated back and forth, A link member 7500 that is coupled to the support plate 7300 and that is rotated up and down; a link member 7500 that is coupled to the link member and supports the slab panel 3000; A horizontal beam 6000,
The support plate fastening portion 7100 is fastened and fixed to the inside of the wall fastening panel 1000 fixed to the wall and fastened so that the support plate 7300 can be rotated forward and backward. And a support plate 7300 which is provided at a lower portion of the reinforcement piece 7110 and is fastened to the reinforcement piece 7110 by a hinge 7111, And a supporting piece 7130 for supporting it;
The support plate 7300 is coupled to the support plate fastening portion 7100 and is pivoted back and forth from the hinge 7111. The support plate 7300 is provided on one side of the support plate 7300 and is connected to the reinforcement piece 7110 and the support piece 7130 through a hinge 7111 A fastening portion 7310 formed on the other side of the fastening portion to fasten the link member 7500 so as to be vertically rotated from the hinge 7331, And a fixing hole 7350 for fixing the link member 7500 to the fixing member 7351 in an upper part of the fastening hole,
The link member 7500 is coupled to the support plate 7300 so as to be vertically rotated. The link member 7500 includes a fastening hole formed in the support plate, a fastening hole 7510 corresponding to the fastening hole, and a rotation bracket 7520 7000);
And a supporter (9000) for supporting the slab panel and the horizontal beam and descending by the load of the slab panel and the horizontal beam at the time of release.

Description

BACKGROUND OF THE INVENTION Field of the Invention The present invention relates to a slab construction method,

The present invention relates to a method of constructing a slab of a building and a construction material used therein, and more particularly, to a method of constructing a slab of a building, And more particularly to a method of constructing a building slab and a building material used therefor.

Generally, when constructing a multi-layered structure such as an apartment or a building, first a wall form is installed, a slab panel is installed on the upper part of the wall form, and concrete is installed to construct a wall and a slab panel structure. The upper layer is constructed by moving gradually from the lower layer to the upper side.

The slab panel is mainly made of plywood having a predetermined area, for example, supported by a support in the form of a support post, and is fixed to be positioned in a flat posture in the slab panel area.

As described above, the support body for supporting the slab panel is mainly a square tree, and is arranged in an orthogonal posture orthogonal to the upper portion of the wall formwork, for example, in a grid pattern structure, and the vertical load, that is, It is firmly installed so that the attitude set by the concrete weight is not changed.

The installation process of the slab panel will be briefly described. A slab panel is set on the support body after the support body is installed to correspond to the slab panel area.

In the installation work of the support, the worker uses a separate ladder to the slab panel area spaced from the floor surface, climbs up the wall formwork, fixes it to the wall formwork using a fastening member such as a nail, A plurality of supporters are spaced apart from each other to secure a supporting force of the supporting body.

When the slab panel is cured after the curing of the slab panel, the operator also performs a work of dismantling the slab panel into a posture in which the slab panel is viewed from below the support and the formwork.

However, since the conventional slab panel support is structured to support the slab panel by fixing the pipes or the slabs with nails or wires, it is impossible to obtain a satisfactory supporting force. For this reason, since a plurality of supporters for supporting the support body must be installed on the floor of the workplace, not only the additional cost but also the work area is narrowed, making it difficult to secure a work space for smooth operation.

In addition, since the worker must climb up the work area directly to the area where the formwork is to be installed in order to install the support, it causes a safety accident such as a fall during the work, and since the fastening operation is performed using the nail every time, There is a problem that the efficiency of the operation is lowered as well as the delay of the air (construction period).

In addition, since the support is manufactured so as to correspond only to the size of the slab panel to be constructed, it can not be expected to be recycled or compatible with other construction sites after the construction once. Therefore, the support is discarded as it is, there is a problem.

Also, when the slab panel is cured after the curing of the slab panel, the worker performs the dismantling work under the support body and the formwork, so that the support body and the formwork fall apart at the same time and cause stenosis or impact load. Therefore, .

Korean Patent Publication No. 10-2005-0029967

SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems of the prior art, and it is an object of the present invention to provide a slab panel which can easily install and dismount slab panels, can greatly reduce the time required for construction, And a method for constructing a slab of a building which can be recycled, and a building material used for the slab construction method.

In order to accomplish the above object, according to an embodiment of the present invention, a common building material in a slab panel of the present invention includes a wall panel 1000 for fastening to a wall;
A slab panel 3000 which is fastened to the wall fixing panel;
A fixing member 5000 for fastening the panel and the slab panel to each other;
A support plate fastening portion 7100 fastened to the inside of the wall fastening panel 1000 and fastened so that the support plate can be pivoted forward and backward and a support plate fastening portion 7100 fastened to the support plate fastening portion 7100 and rotated back and forth, A link member 7500 that is coupled to the support plate 7300 and that is rotated up and down; a link member 7500 that is coupled to the link member and supports the slab panel 3000; A horizontal beam 6000,
The support plate fastening portion 7100 is fastened and fixed to the inside of the wall fastening panel 1000 fixed to the wall and fastened so that the support plate 7300 can be rotated forward and backward. And a support plate 7300 which is provided at a lower portion of the reinforcement piece 7110 and is fastened to the reinforcement piece 7110 by a hinge 7111, And a supporting piece 7130 for supporting it;
The support plate 7300 is coupled to the support plate fastening portion 7100 and is pivoted back and forth from the hinge 7111. The support plate 7300 is provided on one side of the support plate 7300 and is connected to the reinforcement piece 7110 and the support piece 7130 through a hinge 7111 A fastening portion 7310 formed on the other side of the fastening portion to fasten the link member 7500 so as to be vertically rotated from the hinge 7331, And a fixing hole 7350 for fixing the link member 7500 to the fixing member 7351 in an upper part of the fastening hole,
The link member 7500 is coupled to the support plate 7300 so as to be vertically rotated. The link member 7500 includes a fastening hole formed in the support plate, a fastening hole 7510 corresponding to the fastening hole, and a rotation bracket 7520 7000);
And a supporter (9000) for supporting the slab panel and the horizontal beam and descending by the load of the slab panel and the horizontal beam at the time of release.
At this time, the wall fastening panel 1000 is formed in a "C" shape, and a slab panel for putting a concrete frame is fastened so that the concrete can be filled when the concrete frame of the building is laid. An extension piece 1100 formed by extending one side so as to be fastened and bent downward, and a lower surface 1300 formed to be supported by the support frame;
The extension piece 1100 includes a fastening hole 1110 formed to allow the circular pin 5100 of the fixing member 5000 to penetrate therethrough and an inclined portion formed at an upper portion of the inclined portion And an extended surface 1150 extending to the rear of the inclined portion (the panel for securing the wall and the slab panel) so as not to be in close contact with the slab panel to the lower portion of the inclined portion (wall fastening panel and slab panel) And an end portion 1170 formed to be positioned behind the extended surface 1150 so as not to be in contact with the slab panel at all.
In addition, the slab panel 3000 is formed in an "n" shape so as to be filled with the concrete when the concrete frame of the building is installed by being fastened to the wall fixing panel 1000, And a side plate 3300 formed by extending and bending the upper surface thereof;
The side plate 3300 is formed to be symmetrical to the left and right with the top surface as a starting point. The upper portion of the side plate is formed to correspond to the inclined portion formed on the extension of the slab panel, An extended surface 3330 extending to the lower side of the inclined portion 3310 and extending rearward from the inclined portion 3310 and an inclined portion 3310 of the extended surface 3330, And a fastening hole 3370 formed in the extended surface 3330 and allowing the circular pin 5100 of the fastening member 5000 to pass therethrough.
The fixing member 5000 is fixed to the fixing member 5000 by a wall fixing panel 1000 and a slab panel 3000 or a wall fixing panel 1000 and a slab panel 3000 and a circular pin (5100) and a circular pin (5100) inserted into the coupling groove (5110) of the circular fin to prevent the wall fastening panel and the slab panel (3000) or the wall fastening panel and the slab panel A wedge pin 5300;
The circular fins 5100 are formed in the same shape as the fastening holes 1110 and 3370 so as to be inserted into the wall fastening panel 1000 and the slab panel 3000 or the fastening holes 1110 and 3370 provided in the building material, A plurality of engagement grooves 5110 into which the wedge pins 5300 are inserted are provided. When the wall fastening panel and the slab panel 3000 are to be fastened, wedge pins are inserted into the fastening grooves 5110 at the front, And the slab panel (3000);
A wedge pin 5300 is inserted into the rear coupling groove 5110 to insert the auxiliary slab panel between the wall coupling panel 1000 and the slab panel 3000 to form the wall coupling panel and the slab panel 3000, To be fastened and fixed;
The wedge pin 5300 is inserted into the coupling groove 5110 of the circular fin 5100 to prevent the circular pin 5100 from separating from the wall clamping panel and the slab panel 3000 or the building material to be connected. The lower part is formed narrower than the upper part so as to be easily inserted into the fastening groove of the pin and the protrusion 5310 is formed at the center part and is fastened in the interference fit when the fastening groove is inserted into the fastening groove of the circular fin, And a hole 5330 is formed in an upper portion of the protrusion 5310 to allow the operator to grasp the hole when separating from the coupling groove 5110 of the circular pin 5100 A separate disassembly tool can be inserted into the hole and then separated.
The supporter 9000 is formed in a pipe shape so that the sliding bar 9300 can be inserted and slid up and down. The supporter 9000 includes a flange 9110 formed at a lower portion thereof to be fixed to the ground, The flange 9131 and the head 9133-1 which are fastened to the flange and turn with the hinge as a starting point and fix the fixing bar 9100 and the sliding bar 9300 are fixed and the operator rotates the hinge And a release preventing means 9130 composed of a lever 9133 having a pressing portion 9133-3 of a lever for releasing the lever 9133;
A protrusion 9310 having a thread 9311 formed on the outer side thereof so that the upper and lower height adjusting means 9500 and 9500 'can be moved up and down, The grooves 9330 are formed in the order of the protrusions 9310, the grooves 9330, the protrusions 9310 and the grooves 9330 so that the upper and lower height adjusting means 9500 and 9500 ' A sliding bar 9300 for rotating the upper and lower height adjusting means 9500 and 9500 'only up to a portion where the upper and lower height adjusting portions 9330 are formed and then sliding up and down along the groove 9330 to move to a desired position;
A slab panel fixed to the upper portion of the sliding bar 9300 by adjusting the sliding distance of the sliding bar 9300 by being fastened to the outside of the sliding bar 9300, The projections 9510 and the grooves 9530 formed with the projections 9310 and 9530 in the bar 9300 and the projections 9510 and 9500 respectively correspond to the upper and lower height adjusting means 9500 and 9500 ' At least two protrusions 9510 and 9520 and at least two protrusions 9510 and 9530 are formed in this order in the order of the top height adjusting means 9500 and the stop height adjusting means 9500 ' When the upper height adjusting means is rotated so that the protrusions 9510 'of the upper play adjusting means and the protrusions 9510' or the grooves 9530 'of the lower height adjusting means 9560' The upper and lower height adjusting means 9500 and 9500 '.;
The sliding bar is slowly slid downward when the slab panel is dismounted by being fastened to the sliding bar at one end, and the sliding bar is dropped at a high speed due to the weight of the sliding bar and the slab panel when the slab panel is dismounted. And a gas spring 9700 for preventing the gas spring 9700 from being generated.
Further, the upper height adjusting means 9500 is fastened at one side using a hinge 9570 and the other side is connected with a pin so that the upper height adjusting means 9500 can be separated at half with respect to the hinge, The upper height adjusting means 9500 can be fastened to a desired position even in a state where the upper height adjusting means 9500 is engaged.
And the construction slab construction method
A method of constructing a building slab using a common building material in the slab panel of claim 1,
Fastening a wall fastening panel to the slope wall;
Fixing the slab panel to each wall fastening panel using a fixing member;
Supporting a slab panel by positioning a horizontal beam at a lower portion of the slab panel by using a rotating bracket fastened to a wall fastening panel;
Preventing the slab panel from being detached from the wall fastening panel when the slab is supported by supporting the horizontal beam using a supporter;
Casting the cement;
A step of releasing the slab panel and the horizontal beam from the slab panel at the site to be disassembled to lower the sliding bar of the supporter along the groove of the fixing bar by the load of the slab panel and lowering the slab panel by the same, .

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According to the present invention, a slab panel can be easily installed and dismantled, and the support assembly can be installed on the floor. Therefore, It is possible to prevent the accident beforehand and secure the safety of work to the maximum.

Further, since the supports are made of a metal material and the lower region of the slab panel is supported in more than one direction, a further improved supporting force can be secured after installation.

In addition, since the support bodies are structured such that their shapes are standardized and are detachably fixed by fitting, time required for installation and disassembly can be greatly reduced and recycling can be performed. Thus, improved operation compatibility can be obtained, The cost can be reduced.

Further, the construction method according to the present invention can simplify the work process and greatly shorten the time required for installing the slab panel, thereby improving the work efficiency as well as the construction quality.

1 is an exploded perspective view according to an embodiment of the present invention;
2 is a perspective view of an embodiment of the present invention,
FIG. 3 is a perspective view illustrating a state in which a slab panel and a slab panel are fastened according to an embodiment of the present invention;
4 is an exploded perspective view illustrating a fixing member for a slab panel and a slab panel according to an embodiment of the present invention.
FIG. 5 is a perspective view illustrating a state in which a horizontal beam is fastened to a slab 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,
7 is a perspective view of a supporter according to an embodiment of the present invention,
8-10 are views of the operation of a supporter in accordance with an embodiment of the present invention.
11 is an exploded perspective view showing another example of the supporter according to the embodiment of the present invention.
12 to 13 illustrate a disassembly process according to an embodiment of the present invention.
14 is a block diagram illustrating a construction process according to an embodiment of the present invention.

The terms and words used in the present specification and claims should not be construed to be limited to ordinary or dictionary meanings, but the inventor may appropriately define the concept of the term to describe its invention in the best way Can be interpreted as meaning and concept consistent with the technical idea of the present invention.

It should be noted that the embodiments described in this specification and the configurations shown in the drawings are merely preferred embodiments of the present invention and do not represent all the technical ideas of the present invention, It should be understood that various equivalents and modifications may be present.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

As shown in FIGS. 1 to 12, a building material used in construction includes a wall-fixing panel 1000 to be fastened to a wall; A slab panel 3000 to be fastened to the wall fastening panel; A fixing member 5000 for fastening the slab panel to the slab panel; A rotation bracket 7000 fastened to the slab panel and fixing the horizontal beams; And a supporter (9000) supporting the slab panel and the transverse beam, and descending by the load of the slab panel and the transverse beam upon release.

The wall-fixing panel 1000 is formed in a "C" shape, and a slab panel is fastened to fill the concrete when the concrete frame of the building is laid. One side is extended to fasten the slab panel An extension piece 1100 formed by bending downward, and a lower surface 1300 formed to be supported by the support frame.

At this time, the extension piece 1100 includes a fastening hole 1110 formed so as to penetrate the circular pin 5100 of the fixing member 5000, an inclined portion 1130 formed to have a predetermined inclination at the upper portion, And an extended surface 1150 extending rearward from the inclined portion 1130 so as not to be in close contact with the slab panel to a lower portion of the slab panel 1130. The slab portion 1130 is formed to be positioned behind the extended surface 1150, And an end portion 1170 that is not contacted.

The slab panel 3000 is formed in an "n" shape so as to be filled with concrete when the concrete frame of the building is installed by being fastened to the wall fastening panel 1000. The slab panel 3000 includes an upper surface 3100 filled with cement, And a side plate 3300 formed by extending and bending the upper surface.

In this case, the side plate 3300 is formed to be symmetrical to the left and right with the top surface as a starting point. The upper surface of the side plate is formed to correspond to the inclined portion formed on the extension of the slab panel, An extended surface 3330 extending to the lower side of the inclined portion 3310 so as to be located behind the inclined portion 3310 and an inclined portion 3310 extending in the same direction as the inclined portion 3310 of the extended surface 3330, And a fastening hole 3370 formed in the extended surface 3330 and allowing the circular pin 5100 of the fastening member 5000 to penetrate and fasten.

The fixing member 5000 is inserted into the clamping groove 5110 of the circular pin to fix and connect the wall clamping panel 1000 and the slab panel 3000 or the building material or the like to the slab panel 3000, And a wedge pin 5300 for preventing the circular pin 5100 from separating from the building material to be connected to the panel 3000 or the wall fixing panel 1000 and the slab panel 3000.

At this time, the circular pin 5100 is formed in the same shape as the fastening holes 1110 and 3370 so as to be inserted into the wall fastening panel 1000 and the slab panel 3000 or the fastening holes 1110 and 3370 provided in the building material And a wedge pin for inserting a wedge pin 5300 are provided in the front and rear of the slab panel 3000. When a general slab panel and a slab panel 3000 are to be fastened, a wedge pin is inserted into a front fastening groove 5110, The panel 3000 is fastened and fixed.

When inserting the auxiliary slab panel between the wall fastening panel 1000 and the slab panel 3000, the wedge pin 5300 is inserted into the rear fastening groove 5110 so that the slab panel and the slab panel 3000 So that it can be fastened and fixed.

The wedge pin 5300 is inserted into the engagement groove 5110 of the circular pin 5100 to prevent the circular pin 5100 from separating from the slab panel and the slab panel 3000 or the building material to be connected. And a protrusion 5310 is formed at the center of the lower part so as to be inserted into the fastening groove of the circular fin. The protrusion 5310 is provided at its upper portion with a hole 5330 so that when the operator detaches from the fastening groove 5110 of the circular pin 5100, Separate or separate tools can be inserted into holes and removed.

The rotation bracket 7000 is fastened to the inside of the wall fastening panel 1000 and is fastened to the support plate fastening portion 7100 to be fastened so that the support plate can be rotated forward and backward, A link member 7500 which is coupled to the support plate 7300 and is rotated up and down, a link member 7500 which is coupled to the link member, And a transverse beam 6000 for supporting the panel 3000.

At this time, the support plate fastening portion 7100 is fastened and fixed to the inside of the wall fastening panel 1000 fixed to the wall, and is fastened so that the support plate 7300 can be rotated back and forth. And a supporting plate 7300 which is provided at a lower portion of the reinforcing piece 7110 and is fastened to the reinforcing piece 7110 by a hinge 7111. The reinforcing piece 7110 is provided at a lower portion of the reinforcing piece 7110, And a supporting piece 7130 for supporting the supporting piece 7130.

The support plate 7300 is coupled to the support plate fastening portion 7100 and is pivoted back and forth with the hinge 7111 as a starting point. The support plate 7300 is provided at one side of the support plate 7300 and supports the reinforcement piece 7110 and the support piece 7130 through the hinge 7111. [ A fastening portion 7310 formed on the other side of the fastening portion to fasten the link member 7500 so as to be vertically rotated from the hinge 7331, And a fixing hole 7350 for fixing the link member 7500 with the fixing member 7351 in an upper part of the fastening hole 7330

The link member 7500 is coupled to the support plate 7300 and is vertically rotated. The link member 7500 includes a fastening hole formed in the support plate and a fastening hole 7510 and a fastening hole 7520 formed in correspondence with the fastening hole.

The supporter 9000 includes a fixed bar 9100 formed in a pipe shape so that a sliding bar can be inserted and slid up and down; A sliding bar 9300 inserted in the fixing bar and slid up and down to support the slab panel; Upper and lower height adjusting means 9500 and 9500 'coupled to the outside of the sliding bar to adjust the sliding distance of the sliding bar; And a gas spring 9700 provided on the inner side of the fixing bar and one end of which is fastened to the sliding bar to gradually lower the sliding bar when the slab panel is removed.

At this time, 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 a lower portion of the fixing bar 9100 so as to be fixed to the ground.

The upper portion of the fixing bar 9100 is provided with a release preventing means 9130 for preventing the sliding bar 9300 from being detached.

The release preventing means 9130 is provided with a lever 9133 which is rotatable from the hinge on the flange 9131 extending on one side of the fixed bar so that the head 9133-1 of the lever is supported by the upper and lower height adjusting means 9500, and 9500 'to prevent the sliding bar 9300 from disengaging from the fixed bar 9100. When disengaging, the operator presses the pressing portion 9133-3 of the lever to rotate the hinge to the origin do.

The sliding bar 9300 is inserted into the fixing bar 9100 and slides up and down to support the slab panel. A screw 9311 is provided on the outside so that the upper and lower height adjusting means 9500 and 9500 ' At least two projections 9310 and a plurality of grooves 9330 are formed.

That is, the projections 9310, the grooves 9330, the projections 9310, and the grooves 9330 are formed in this order in the plan view.

The upper and lower height adjusting means 9500 and 9500 'are rotated only to a portion where the upper and lower height adjusting means 9500 and 9500' are moved up and down to a desired height, So that it can be moved to a desired position easily and quickly.

The pair of upper and lower height adjusting means 9500 and 9500 'are fastened to the outside of the sliding bar 9300 to adjust a sliding distance of the sliding bar 9300 to install a slab panel fixed to the upper portion of the sliding bar 9300 A protrusion 9510 formed with a thread 9511 corresponding to the protrusion 9310 and the groove 9330 formed in the sliding bar 9300 and the groove 9530 are formed on the upper surface of the slide bar 9300, At least two projections 9510, an elongate groove 9330, a projecting portion 9510, and a groove 9530 are formed in each of the lower height adjusting means 9500 and 9500 'in this order.

The upper height adjusting means 9500 is provided with a projection 9560 and the lower height adjusting means 9500 'is provided with a stopper 9560' so that when the upper height adjusting means is rotated, So that the positions of the projections 9510 'and the grooves 9530' of the lower height adjusting means can be accurately aligned with each other.

Therefore, in the stopped state, the projecting portion 9310 of the sliding bar 9300 and the projecting portions 9510 and 9510 'of the upper and lower height adjusting means 9500 and 9500' are held in engagement with each other, When the panel is installed, upper and lower height adjusting means 9500 and 9500 'are rotated so that projections 9310 formed on the sliding bar 9300 are formed with grooves 9530 and 9530 formed on the upper and lower height adjusting means 9500 and 9500' 9530 'formed on the upper and lower height adjusting means 9500, 9500' are positioned in the grooves 9330 formed in the sliding bar 9300 so that the respective grooves 9330, 9530, 9530 ' The sliding bar 9300 is moved upward to pour the slab panel.

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In another embodiment, the upper height adjusting means 9500 is fastened at one side using a hinge 9570, and the other side is connected with a pin, The upper height adjusting means 9500 can be fastened to a desired position even in a state where the sliding bar 9300 is coupled to the upper height adjusting means 9500.

The gas spring 9700 is provided on the inner side of the fixed bar, and one end is fastened to the sliding bar so that the sliding bar slowly slides downward when the slab panel is removed so that the sliding bar falls down at high speed by the weight of the sliding bar and the slab panel. Thereby preventing accidents from occurring.

The construction process is as follows.

The construction step is a step of installing a wall panel and a slab panel, a step of cementing and building a building, a curing step of curing and curing step, and a step of removing a panel and a slab panel .

First,

A panel for fixing the wall is installed and fixed on the slope wall.

Then, the slab panel is fixed to the panel for fastening the wall.

At this time, the horizontal beam is placed at the lower part of the slab panel by using the rotation bracket fastened to the wall fastening panel to support the slab panel.

Thereafter, when the slab is supported by supporting the horizontal beam by using the supporter, the slab panel is prevented from being detached from the wall fastening panel.

That is, after the sliding bar is pulled out from the fixed bar, the upper part of the sliding bar is fixed to the mounting table fixed to the lower part of the horizontal beam, and then the upper and lower height adjusting means are rotated so that the protrusion formed on the upper and lower height adjusting means So that the sliding bar is prevented from dropping.

Then, the slab panel is installed on the upper part of the horizontal beam.

Then, pour cement into the slab panel and pour the slab and cure it.

After the installation, pouring and curing steps are completed, the slab panel, formwork, and supporter are removed.

The removal step

The slab panel, the slab panel, the horizontal bibam, and the like are rotated by the groove of the sliding bar, and then the slab panel slab panel is lowered to a position where the slab panel is to be lowered.

When the slab panel and the horizontal beam are unfastened from the slab panel, the sliding bar of the supporter descends along the groove of the fixing bar due to the load of the slab panel, so that the slab panel slab panel also descends.

1000: Slab panel 3000: Slab panel
5000: Fixing member 7000: Rotation bracket
9000: Supporter

Claims (8)

A wall fastening panel 1000 fastened to a wall;
A slab panel 3000 which is fastened to the wall fixing panel;
A fixing member 5000 for fastening the panel and the slab panel to each other;
A support plate fastening portion 7100 fastened to the inside of the wall fastening panel 1000 and fastened so that the support plate can be pivoted forward and backward and a support plate fastening portion 7100 fastened to the support plate fastening portion 7100 and rotated back and forth, A link member 7500 that is coupled to the support plate 7300 and that is rotated up and down; a link member 7500 that is coupled to the link member and supports the slab panel 3000; A horizontal beam 6000,
The support plate fastening portion 7100 is fastened and fixed to the inside of the wall fastening panel 1000 fixed to the wall and fastened so that the support plate 7300 can be rotated forward and backward. And a support plate 7300 which is provided at a lower portion of the reinforcement piece 7110 and is fastened to the reinforcement piece 7110 by a hinge 7111, And a supporting piece 7130 for supporting it;
The support plate 7300 is coupled to the support plate fastening portion 7100 and is pivoted back and forth from the hinge 7111. The support plate 7300 is provided on one side of the support plate 7300 and is connected to the reinforcement piece 7110 and the support piece 7130 through a hinge 7111 A fastening portion 7310 formed on the other side of the fastening portion to fasten the link member 7500 so as to be vertically rotated from the hinge 7331, And a fixing hole 7350 for fixing the link member 7500 to the fixing member 7351 in an upper part of the fastening hole,
The link member 7500 is coupled to the support plate 7300 so as to be vertically rotated. The link member 7500 includes a fastening hole formed in the support plate, a fastening hole 7510 corresponding to the fastening hole, and a rotation bracket 7520 7000);
And a supporter (9000) for supporting the slab panel and the horizontal beam, and being lowered by the load of the slab panel and the horizontal beam at the time of releasing the slab panel and the horizontal beam.
The method according to claim 1,
The wall fixing panel 1000 is formed in a shape of a "C" shape, and a slab panel for pouring a concrete frame to be filled with the concrete when the concrete frame of the building is poured is fastened. And a lower surface 1300 formed to be able to be supported by the support base.
The extension piece 1100 includes a fastening hole 1110 formed to allow the circular pin 5100 of the fixing member 5000 to penetrate therethrough and an inclined portion formed at an upper portion of the inclined portion And an extended surface 1150 extending to the rear of the inclined portion (the panel for securing the wall and the slab panel) so as not to be in close contact with the slab panel to the lower portion of the inclined portion (wall fastening panel and slab panel) , And an end portion (1170) formed to be positioned behind the extended surface (1150) so as not to be in contact with the slab panel at all.
The method according to claim 1,
The slab panel 3000 is formed in an "n" shape so as to be filled with concrete when the concrete frame of the building is installed by being fastened to the wall fastening panel 1000. The slab panel 3000 includes an upper surface 3100 filled with cement, And a side plate 3300 formed by extending and bending the upper surface thereof.
The side plate 3300 is formed to be symmetrical to the left and right with the top surface as a starting point. The upper portion of the side plate is formed to correspond to the inclined portion formed on the extension of the slab panel, An extended surface 3330 extending to the lower side of the inclined portion 3310 and extending rearward from the inclined portion 3310 and an inclined portion 3310 of the extended surface 3330, And a fastening hole (3370) formed in the extending surface (3330) so that the circular pin (5100) of the fixing member (5000) can pass through the fastening hole (3370) Construction materials for construction.
The method according to claim 1,
The fixing member 5000 includes a circular pin 5100 for fixing and connecting the building material to be connected to the wall fastening panel 1000 and the slab panel 3000 or the wall fastening panel 1000 and the slab panel 3000, A wedge pin (not shown) for preventing the circular pin 5100 from being detached from the building material to be connected to the wall fastening panel and the slab panel 3000 or the wall fastening panel and the slab panel by being inserted into the fastening groove 5110 of the circular fin, (5300);
The circular fins 5100 are formed in the same shape as the fastening holes 1110 and 3370 so as to be inserted into the wall fastening panel 1000 and the slab panel 3000 or the fastening holes 1110 and 3370 provided in the building material, A plurality of engagement grooves 5110 into which the wedge pins 5300 are inserted are provided. When the wall fastening panel and the slab panel 3000 are to be fastened, wedge pins are inserted into the fastening grooves 5110 at the front, And the slab panel (3000);
A wedge pin 5300 is inserted into the rear coupling groove 5110 to insert the auxiliary slab panel between the wall coupling panel 1000 and the slab panel 3000 to form the wall coupling panel and the slab panel 3000, To be fastened and fixed;
The wedge pin 5300 is inserted into the coupling groove 5110 of the circular fin 5100 to prevent the circular pin 5100 from separating from the wall clamping panel and the slab panel 3000 or the building material to be connected. The lower part is formed narrower than the upper part so as to be easily inserted into the fastening groove of the pin and the protrusion 5310 is formed at the center part and is fastened in the interference fit when the fastening groove is inserted into the fastening groove of the circular fin, And a hole 5330 is formed in an upper portion of the protrusion 5310 to allow the operator to grasp the hole when separating from the coupling groove 5110 of the circular pin 5100 Wherein a separate disassembly tool is inserted into the hole and can be separated.
delete The method according to claim 1,
The supporter 9000 includes a flange 9110 formed in a pipe shape so that the sliding bar 9300 can be inserted and slid up and down, (9131) and a head (9133-1) which is fixed to the flange and pivots on the basis of the hinge to press and fix the fixing bar (9100) and the sliding bar (9300) A securing bar 9100 composed of release preventing means 9130 made of a lever 9133 having a depressing portion 9133-3 of the lever;
A protrusion 9310 having a thread 9311 formed on the outer side thereof so that the upper and lower height adjusting means 9500 and 9500 'can be moved up and down, The grooves 9330 are formed in the order of the protrusions 9310, the grooves 9330, the protrusions 9310 and the grooves 9330 so that the upper and lower height adjusting means 9500 and 9500 ' A sliding bar 9300 for rotating the upper and lower height adjusting means 9500 and 9500 'only up to a portion where the upper and lower height adjusting portions 9330 are formed and then sliding up and down along the groove 9330 to move to a desired position;
A slab panel fixed to the upper portion of the sliding bar 9300 by adjusting the sliding distance of the sliding bar 9300 by being fastened to the outside of the sliding bar 9300, The projections 9510 and the grooves 9530 formed with the projections 9310 and 9530 in the bar 9300 and the projections 9510 and 9500 respectively correspond to the upper and lower height adjusting means 9500 and 9500 ' At least two protrusions 9510 and 9520 and at least two protrusions 9510 and 9530 are formed in this order in the order of the top height adjusting means 9500 and the stop height adjusting means 9500 ' When the upper height adjusting means is rotated so that the protrusions 9510 'of the upper play adjusting means and the protrusions 9510' or the grooves 9530 'of the lower height adjusting means 9560' The upper and lower height adjusting means 9500 and 9500 '.;
The sliding bar is slowly slid downward when the slab panel is dismounted by being fastened to the sliding bar at one end, and the sliding bar is dropped at a high speed due to the weight of the sliding bar and the slab panel when the slab panel is dismounted. And a gas spring (9700) for preventing the gas spring (9700) from being generated.
The method of claim 6, wherein
One side of the upper height adjusting means 9500 is fastened with a hinge 9570 and the other side is joined with a pin so that the upper height adjusting means 9500 can be separated by half with respect to the hinge so that a sliding bar 9300 So that the upper height adjusting means 9500 can be fastened at a desired position.
A method of constructing a building slab using a common building material in the slab panel of claim 1,
Fastening a wall fastening panel to the slope wall;
Fixing the slab panel to each wall fastening panel using a fixing member;
Supporting a slab panel by positioning a horizontal beam at a lower portion of the slab panel by using a rotating bracket fastened to a wall fastening panel;
Preventing the slab panel from detaching from the wall fastening panel when the slab is supported by supporting the horizontal beam using a supporter;
Casting the cement;
A step of releasing the slab panel and the horizontal beam from the slab panel at the site to be disassembled to lower the sliding bar of the supporter along the groove of the fixed bar by the load of the slab panel and lowering the slab panel by the same, The method comprising the steps of:
KR1020150092661A 2015-06-30 2015-06-30 Roof building construction methods and construction materials used him KR101673907B1 (en)

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PCT/KR2015/007248 WO2017003003A1 (en) 2015-06-30 2015-07-13 Method for constructing roof of building, and construction material used for same
BR112017028494A BR112017028494A2 (en) 2015-06-30 2015-07-13 method for building roof construction, and building material used for the same

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