KR101660851B1 - Mold panel construction structure using that binding solidarity for between ceiling mold panel and construction method - Google Patents

Mold panel construction structure using that binding solidarity for between ceiling mold panel and construction method Download PDF

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Publication number
KR101660851B1
KR101660851B1 KR1020150069385A KR20150069385A KR101660851B1 KR 101660851 B1 KR101660851 B1 KR 101660851B1 KR 1020150069385 A KR1020150069385 A KR 1020150069385A KR 20150069385 A KR20150069385 A KR 20150069385A KR 101660851 B1 KR101660851 B1 KR 101660851B1
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KR
South Korea
Prior art keywords
panel
binding
grooves
engaging
panels
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KR1020150069385A
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Korean (ko)
Inventor
구연진
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(주)윈하이텍
구연진
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Priority to KR1020150069385A priority Critical patent/KR101660851B1/en
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Publication of KR101660851B1 publication Critical patent/KR101660851B1/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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/001—Corner fastening or connecting means for forming or stiffening elements
    • 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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The present invention is characterized in that the bar fastener having the fastening means for fastening between the right and left fastener panels,
The lower reinforcement 42 of the truss girder 40 constituting the gusset panel 2 is fitted to both sides of the lower portion of the plate body extending in the left and right direction, It is not easily disturbed even if concrete pouring or other force is applied so as to firmly bind the panels 2, and the lifting phenomenon is prevented so that accurate installation results for concrete pouring and curing can be obtained.

Description

Technical Field [0001] The present invention relates to a panel construction method and a construction method thereof using a bundle for bundling a ceiling panel with a ceiling panel,

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a building material for forming a form when a ceiling of a building is constructed, and more particularly, to a construction structure and a construction method of a ceiling panel used at the time of ceiling formwork construction.

The structure is based on various structures such as pillars, beams, ceilings, and stairs. In the case of pillars of a building, it is usually formed by forming a formwork and pouring concrete. In the case of the ceiling, a form was formed and concrete was laid.

Generally, the ceiling construction is installed between the beams and beams, and the concrete and the concrete placed thereon are often used as the deck plate type deck plate which can support the weight of the concrete itself generated during the curing process.

1, the deck plate 10 is provided with an iron plate-like deck plate 10, and a spacer 20 is fastened to the upper part of the deck plate 10, such as a piece or the like And the truss girder 40 is coupled to the upper portion of the spacer 20 so that all of the truss girders 40 are coupled together.

As shown in FIG. 2, the structure (plywood panel) 2 is installed so as to lie between the beams and beams, and the concrete is poured and cured in the upper part thereof. 2) to the left and right, and then pour concrete.

At this time, the left-right gable-panel panel 2 overlaps the adjacent gable-panel panels 2 through the right and left-end overlapping grooves 12 of the deck plate 10.

However, even if the neighboring gutter panels 2 are positioned to be connected through the left and right double-sided overlapping grooves 12 of the deck plate 10, the overlapping grooves 12 are simply overlapped with each other vertically (part A in Fig. 2) It can not be said that the bonding state between them is robust.

Therefore, when the concrete is poured on the left and right gauze panel 2, the state of the gauze panel 2 which is initially joined by the force of the concrete may be disturbed, and it is difficult to expect a precise ceiling construction.

The two overlapping groove portions 12 of the counterfeit panel 2 are arranged so as to be overlapped with each other merely by being vertically overlapped with each other, so that the overlapping portion A may be lifted up and the liquid concrete flows down between the clearance portions.

More importantly, if concrete is poured, it is difficult to compensate for the occurrence of disturbance or floating between the panels 2.

Korean Patent No. 10-0903212 " Truss girder end connection "

Therefore, the present invention can firmly bind the left and right pile panels so that the pile is not easily disturbed when concrete is poured or any physical force is applied thereto, so that the ceiling construction can be performed more quickly and precisely.

In order to achieve the above object, according to the present invention, there is provided a bar binding member having binding members for binding together the right-

The lower reinforcement 42 of the truss girder 40 constituting the gusset panel 2 is fitted to both sides of the lower portion of the plate body extending in the left and right direction, So that the panels 2 are tightly bound together.

The two engaging grooves 62 and 63 are formed to extend obliquely upward outward from the lower opened mouth so that both ends of the engaging grooves 62 and 63 are spaced apart from each other as they go upward from the mouth, And the guide slope 67 is formed in the section extending from the inside of the inlet of the engaging grooves 62 and 63 to the end of the engaging groove 62 And the bottom reinforcing bars 42 of the truss girder 40 fitted in the side engaging grooves 62 and 63 are firmly held so that the coupling operation between the front panels 2 is smoothly performed. .

According to the present invention, it is possible to quickly and firmly fasten the gusset panels through the binding joints formed with the coupling grooves at both sides of the bottom, so that even if concrete is poured or any other force is applied, It is advantageous to obtain precise construction results for piling and curing.

1 and 2 are views showing a process of placing a concrete by arranging a conventional gable panel and a plurality of gutter panels in left and right directions,
FIG. 3 is a view showing a state in which the binding panels are coupled and the binding ports are coupled when the binding panels are arranged laterally, according to an embodiment of the present invention;
FIG. 4 is a view showing the construction of a binding means for common ceiling panels in a ceiling according to the present invention,
FIGS. 5A and 5B are views showing a process of binding sheets between binding panels according to an embodiment of the present invention;
6 is a view for explaining the function of the engagement portion of the binding port,
7 is a view showing a state in which the overlapping grooves of the deck plate constituting the B grater panel are engaged with the lower part of the spacer at the time of engaging operation between the backing panels,
FIG. 8 is a photograph showing an example of a state of fastening between fastening panels according to the present invention. FIG. 8 is a photograph showing that the fastening panels are not separated or separated from each other even when a single fastening panel is lifted by hand.

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

In the description of the present invention, a detailed description of a known structure of the back cover 2 described in the background art will be omitted, and a structure for fastening and fixing the back cover panels 2 arranged right and left will be described in detail. In designating the configuration of the back cover panel 2 of the present invention, the reference numerals used in the background art are also quoted as they are.

3, the neighboring spreader panel 2, that is, the left A framing panel 2A and the right B framing panel 2 are disposed on the left and right opposite end overlapping grooves 12 of the deck plate 10 constituting the backing panel 2, Overlapping occurs between the panels 2B.

In this state, in order to ensure a firm binding between the back panels 2, a binding unit 60 (hereinafter, simply referred to as a binding unit) for binding between the back panels in the ceiling, which is a characteristic feature of the present invention, do.

The binding members 60 of the present invention are joined to the front portion and the rear portion (not shown) of the backing panel 2, and the backing panel 2 is fixed to the backing panel 2, It is possible to further combine them in accordance with the length of the front and rear of the frame.

Referring to FIG. 4, the binding member 60 of the present invention is preferably made of a metal material and has a rectangular plate body extending to the left and right, and coupling grooves 62 and 63, .

The two side coupling grooves 62 and 63 allow the lower reinforcing bar 42 of the truss girder 40 constituting the panel 2 to be fitted so that the adjoining panels 2 are firmly fastened together.

The two side engagement grooves 62 and 63 are formed to extend obliquely upward outward from the lower opened mouth such that both ends of the engagement grooves 62 and 63 are spaced apart from each other as they go upward from the mouth.

This ensures that the inserted state of the lower reinforcing bar 42 of the truss girder 40 constituting the two side panels 2 is firmly maintained.

According to the above configuration, the separation preventing protrusions 65 are formed on the outer sides of the openings of the coupling grooves 62 and 63, respectively, and the sections extending from the inside of the coupling grooves 62 and 63 to the ends of the coupling grooves 62 A guide slope 67 is formed.

When the lower reinforcing bar 42 of the truss girder 40 constituting the embossing panel 2 is fitted, the separation preventing portion 65 prevents the lower reinforcing bar 42 from being easily detached from the coupling grooves 62 and 63, The condition is maintained firmly so that concrete pouring or any physical force can be applied without disturbing each other.

Further, the guide slope 67 is used to facilitate binding of the gutter panel 2, and a detailed description thereof will be made in the process of binding the gutter panels 2 using the binding member 60 of the present invention Further explanation will be given.

The engaging groove 63 located on the right side of the two side engaging grooves 62 and 63 shown in the drawing, that is, the engaging groove 63 located on the side of the B- 63 are formed with engaging portions 69 at the inner lower ends of the guide slopes 67. [

6, in order to fasten the gusset panels 2 to each other by using the binding means 60 of the present invention, the fastening portions 69 of the fastener 60 are fastened to the right side fitting grooves 30 When the right side surface of the B-raspberry panel 2B is lifted up to the upper side in a state where it is sandwiched between the lower reinforcing bars 42 of the truss girder 40 constituting the covering panel 2B, the binding port 60 is moved rearward The engaging groove 69 is completely engaged with the lower reinforcing bar 42 so that the engaging groove 69 is caught by the lower reinforcing bar 42 of the truss girder 40 inserted inside the engaging groove 63 This is also a configuration for facilitating the binding operation.

If the fastening portion 69 is not provided, the engaging groove 63 can be completely disengaged from the lower reinforcing bar 42. In this case, the engaging groove 63 is firstly inserted into the lower reinforcing bar 42 again.

4, the locking portion 69 is formed by forming a rounded surface at the lower end of the guide sloping surface 67 as shown in FIG. 4 (a), or by turning it downward from the guide sloping surface 67 as shown in FIG. And the like.

FIG. 5 is a view showing the process of joining the gusset panels 2 with each other using the binding assembly 60 of the present invention having the above-described structure.

First, as shown in (a), the B-gauze panel 2B is seated at the assembly position on the upper side of the A-side panel 2A.

That is, the left overlapping groove portion 12 of the deck plate 10 constituting the B-frame panel 2B is positioned on the right overlapping groove portion 12 of the deck plate 10 constituting the A frame panel 2A, It is somewhat difficult to make the lapped grooves 12 completely aligned with each other and it is not necessary to match the lattice grooves 12 with each other due to the fact that they are naturally matched by the subsequent process.

Next, the right coupling groove 63 of the binding member 60 of the present invention is fastened to the lower reinforcing bar 42 of the truss girder 40 constituting the B grater panel 2B as shown in FIG.

At this time, the left coupling groove 62 of the binding hole 60 is in a state of being hung on the lower reinforcing bar 42 of the truss girder 40 constituting the A shingling panel 2A due to the separation preventing protrusion 65.

Next, as shown in (c), the right side of the B-rim panel 2B is lifted up to about 10 ° to the top.

As a result, the separation preventing protrusion 65 formed in the left coupling groove 62 of the coupling means 60 is engaged with the lower reinforcing bar 42 of the truss girder 40 constituting the A shingling panel 2A And is lowered downward by gravity while the guide slope 67 contacts the lower reinforcing bar 42.

6, the end portion of the left overlapping groove portion 12 of the deck plate 10 constituting the B-backing panel 2B is formed as A (see FIG. 6) And is lowered below the lower end of the spacer 20 constituting the covering panel 2A.

The lower reinforcing bar 42 of the truss girder 40 constituting the A framing panel 2A naturally comes into contact with the upper end of the lower reinforcing bar 42 only when the right side face of the upper B embossing panel 2B is lowered again as shown in (d) The left binding groove 62 is engaged with the inclined guide surface 67 formed in the left binding groove 62 of the fastening plate 60 and the fastening between the fastening plates 2A and 2B is completed. According to this process, a plurality of the gutter panels 2 are joined to the left and right according to the width of the ceiling.

7, the left overlapping groove portion 12 of the deck plate 10 constituting the B-raspberry panel 2B naturally forms the deck plate 10A constituting the A-shape panel 2A Of the right overlapping groove portion 12 of the A-shaped panel 2A and at the same time it is engaged with the lower portion of the spacer 20 constituting the A-shaped panel 2A.

As a result, the left and right glued panels 2A and 2B are not allowed to flow in the right and left directions, but are unified and held in a unified state without any disturbance even when some physical force is applied.

This is because the gusset panels 2A and 2B can not be worn together due to the binding member 60 of the present invention and the end portions of the left overlapping groove portion 12 of the deck plate 10 constituting the B- The movement in the opposite direction becomes restricted as the spacer 20 is engaged with the lower portion of the spacer 20 constituting the A-shaped panel 2A.

8 is a photograph showing a state in which only one of the backing panels 2B is manually lifted in a state where the backing panels 2A and 2B are coupled to each other as an example of a firm binding state between the backing panels 2 described above .

If you look at the picture, you can see the phenomenon that the panels (2A) and (2B) do not fall apart, but all of them are connected to each other and draw down one arc. This is because the fastening tabs 2A and 2B can be stuck to each other without being separated from each other and the left overlapping groove portion of the deck plate 10 constituting the B baffle panel 2B 12 is hooked to the lower portion of the spacer 20 constituting the A-shaped panel 2A.

The end portion of the deck plate 10 positioned at the upper portion of the overlapping groove portion 12 of the deck plate 10 which is vertically overlapped is engaged with the lower portion of the spacer 20, 12) is prevented from being lifted up due to the complete assembly of the concrete, so that the pouring of the poured concrete can be prevented, and the weight due to the concrete pouring can be better supported.

As described above, according to the embodiment of the present invention, the binding members 60 between the ceiling panel and the ceiling panel can quickly and securely fasten together the plurality of hangers 2 connected to each other. Further, even if concrete pouring or other force is applied between the bonded panels 2 (2A and 2B), they are not easily disturbed, and lifting phenomenon is prevented, so that a precise construction result for concrete pouring and curing can be expected.

The unexplained reference numeral 50 is a 'lapping strip' that is placed on the overlapping groove 12 of the deck plate 10 to fill the groove so that the entire upper surface of the deck plate 10 is flat. Accordingly, when the deck plate 10 is removed after concrete pouring and curing, the entire ceiling becomes flat without bending.

While the present invention has been described in connection with what is presently considered to be practical exemplary embodiments, it is to be understood that the invention is not limited to the disclosed embodiments. Therefore, the scope of the present invention should not be limited by the described embodiments, but should be determined by the scope of claims and equivalents thereof.

The present invention can be used to form a mold according to ceiling construction.

(2) - common ceiling panels
(10) - Deck plate (12) - Both end overlapping grooves
(20) - spacer (30) - fastener
(40) - Truss girder (42) - Lower reinforcing bar
(50) - Saddle for home bag
(60) - Bonding ties between panels in a ceiling
(62) (63) - coupling groove (65) - release preventing projection
(67) - the guiding inclined surface (69) - the engaging portion
(70) - concrete (80) - force

Claims (3)

The lower reinforcement 42 of the truss girder 40 constituting the gusset panel 2 is fitted to both sides of the lower portion of the plate body extending in the left and right direction, And a binding port (60) for firmly binding the panel (2)
The two coupling grooves 62 and 63 formed in the binding port 60 extend obliquely upward outward from the lower opened inlet so that both ends of the coupling grooves 62 and 63 are separated from each other as they go upward from the inlet Preventing protrusions 65 are formed on the outer sides of the openings of the engaging grooves 62 and 63 so that the engaging grooves 62 and 63 are guided in a section extending from the inside of the engaging grooves 62 and 63 to the ends of the engaging grooves 62 The engaging groove 63 located on the side of the B embroidering panel 2B which is lifted upwards during the engaging operation between the embroidering panels 2 of the two engaging grooves 62, The truss girder 40 having the engaging portions 69 formed at the inner lower ends of the inclined surfaces 67 and sandwiched between the engaging grooves 62 and 63 can be smoothly engaged with each other, So that the fitted state of the lower reinforcing bar 42 is maintained firmly,
The deck plate 10 is provided with a groove filling bar 50 on the deck plate 10 so as to fill the grooves so that the entire upper surface of the deck plate 10 becomes flat. And a forceps (80) for preventing the ceiling panel is installed on the ceiling panel.
A step of joining the overlapping groove portions 12 of the B-shaped baffle panels 2B adjacent to the upper side of the overlapping groove portions 12 of the A-shaped panel 2A,
Tightening the right coupling groove 63 of the binding port 60 in which the two side coupling grooves 62 and 63 are formed in the lower reinforcing bar 42 of the truss girder 40 constituting the B baffle panel 2B,
The left engaging groove 62 of the binding opening 60 is positioned so that the separation preventing protrusion 65 is hung on the lower reinforcing bar 42 of the truss girder 40 constituting the A framing panel 2A,
The engagement of the lower reinforcing bar 42 caught by the departure prevention protrusion 65 of the left engaging groove 62 is released and the engagement of the lower reinforcing bar 42 is released The right side surface of the B baffle panel 2B is lifted up so that the lower reinforcing bar 42 is fitted through the inclined surface 67 and the end of the overlapping groove portion 12 of the B baffle panel 2B is spaced apart from the spacer (20), and a step
The B baffle panel 2B is lowered in a state in which the lower reinforcing bars 42 of the baffle panel 2 adjacent to the coupling grooves 62 and 63 on both sides of the binding hole 60 are fitted, The baffle panel 2B is completely inserted on the guide slope 67 formed in the left engaging groove 62 of the binding port 60 to bind the adjacent baffle panel 2 and to be held in the overlapping groove portion 12 ) Of the ceiling panels (1, 2, 3, 4) is hooked under the spacers (20) of the panel (2A).
delete
KR1020150069385A 2015-05-19 2015-05-19 Mold panel construction structure using that binding solidarity for between ceiling mold panel and construction method KR101660851B1 (en)

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KR1020150069385A KR101660851B1 (en) 2015-05-19 2015-05-19 Mold panel construction structure using that binding solidarity for between ceiling mold panel and construction method

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Application Number Priority Date Filing Date Title
KR1020150069385A KR101660851B1 (en) 2015-05-19 2015-05-19 Mold panel construction structure using that binding solidarity for between ceiling mold panel and construction method

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100903212B1 (en) 2009-02-06 2009-06-18 동아에스텍 주식회사 Connector of truss girder
KR101083698B1 (en) * 2009-10-15 2011-11-15 동아에스텍 주식회사 Deck-plate
KR101503809B1 (en) * 2014-11-28 2015-03-18 구연진 Spacer for truss girder fixing and deck plate combine structure for ceiling mold using there of
KR101511504B1 (en) * 2014-10-21 2015-04-14 (주)윈하이텍 Stripping deck plate with reinforced conncted flexure function

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100903212B1 (en) 2009-02-06 2009-06-18 동아에스텍 주식회사 Connector of truss girder
KR101083698B1 (en) * 2009-10-15 2011-11-15 동아에스텍 주식회사 Deck-plate
KR101511504B1 (en) * 2014-10-21 2015-04-14 (주)윈하이텍 Stripping deck plate with reinforced conncted flexure function
KR101503809B1 (en) * 2014-11-28 2015-03-18 구연진 Spacer for truss girder fixing and deck plate combine structure for ceiling mold using there of

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