KR20140124594A - Surporter for concrete mold assembly - Google Patents

Surporter for concrete mold assembly Download PDF

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Publication number
KR20140124594A
KR20140124594A KR20130042315A KR20130042315A KR20140124594A KR 20140124594 A KR20140124594 A KR 20140124594A KR 20130042315 A KR20130042315 A KR 20130042315A KR 20130042315 A KR20130042315 A KR 20130042315A KR 20140124594 A KR20140124594 A KR 20140124594A
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KR
South Korea
Prior art keywords
vertical
yoke
horizontal
supporting
panel
Prior art date
Application number
KR20130042315A
Other languages
Korean (ko)
Inventor
안호중
Original Assignee
(주)에이원알폼
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Application filed by (주)에이원알폼 filed Critical (주)에이원알폼
Priority to KR20130042315A priority Critical patent/KR20140124594A/en
Publication of KR20140124594A publication Critical patent/KR20140124594A/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
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
    • 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
    • E04G17/16—Members, e.g. consoles, for attachment to the wall to support girders, beams, or the like carrying forms or moulds for floors, lintels, or transoms

Abstract

The present invention relates to a sleeper supporting a beam mold assembly for constructing a beam formed on a ceiling of a concrete structure, and more specifically, to a slip preventing sleeper for a beam mold assembly, which is a supporting means supporting a mold assembly for building a concrete structure, capable of preventing a horizontal sleeper from being pushed out by lateral pressure generated at the time of curing concrete by integrating a vertical sleeper supporting a vertical panel with the horizontal sleeper supporting a horizontal panel through a connecting member. To achieve the purpose, according to the present invention, the slip prevention sleeper for a beam mold assembly, which is a supporting means supporting a beam mold assembly including both vertical panels arranged apart from each other, a horizontal panel arranged on a lower end of the vertical panel, and corner angles installed on edge parts in which the horizontal panel and the vertical panels meet, comprises: a horizontal sleeper supporting a lower part of the horizontal panel; a vertical sleeper supporting the opposite surface of the concrete casted part of the vertical panel; a supporting member which has one side coupled to the vertical sleeper and the other end coupled to the horizontal sleeper to support the vertical sleeper in a diagonal direction and is adjustable in length; a connecting member connecting the vertical sleeper and the horizontal sleeper; and a fastening means for fastening the vertical sleeper to the beam mold assembly.

Description

{SURPORTER FOR CONCRETE MOLD ASSEMBLY}

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a yoke for supporting a beam forming assembly for constructing a beam formed on a ceiling of a concrete structure

More particularly, to a support means (yoke) for supporting a formwork assembly for constructing a concrete structure, wherein a vertical yoke for supporting a vertical panel and a horizontal yoke for supporting a horizontal panel are integrated through a connecting member, To prevent the horizontal yoke from being pushed by a side pressure generated when the horizontal yoke is pressed against the yoke.

A form panel used for a concrete structure means a large panel made in the form of a structure or a structure in which each member is assembled into one and cured and cured.

BACKGROUND ART [0002] In the construction of a multi-layer building structure, as a technique relating to a formwork assembly for constructing a beam,

The registered utility model registration No. 20-0441933 (registered on September 16, 2008, hereinafter referred to as "prior art 1") "beam form assembly support device"

The prior art 1 includes a first body member 111 having a hole formed in one end face and an open end at the other end (reference numeral 111 in the registration document of the prior art 1) (A reference numeral 114 in the registration document of the prior art 1) inserted into the end portion, a connecting member inserted in the hole and having one end connected to the second body member (Reference numeral 120 shown in the registration document of the prior art 1) including a stopper formed at the other end of the connecting member and located outside the first body member, And a plurality of supports formed on the outer surface of the first and second body members (reference numeral 130 in the registration document of the prior art 1), wherein the support portion is hollow and has a fixing hole (Reference numeral 131 in the registration document of the prior art 1), an extended support bar (135 in the registration document of the prior art 1) inserted in the fixed support bar, and a fixing support bar And a fixing device (reference numeral 134 in the registration document of the prior art 1) for pressing the extension support bar to insert the extension support bar and adjusting the depth at which the extension support bar is inserted into the fixed support bar,

In the prior art 1, the spacing of the supports can be adjusted by using the bolts of the connecting member according to the width of the beam, so that it can be widely used without being limited by the beam size, and the form is fixed or disassembled by adjusting the connecting member Installation and dismantling can be done easily,

As can be seen from the drawing of the prior art 1, the structure is very complicated, and the coupling relation between the respective structures is also complicated,

In particular, considering that it is a structure that must withstand high-weight concrete for forming a slab and a beam, a device having a complicated structure as shown in Prior Art 1 is inevitably deteriorated in durability, loss of parts is easy, There is a difficult problem,

In addition, since they are combined with the vertical panel only by the extension support bar inserted in the fixed support bar and movable up and down,

Also, when the beam former assembly supporting devices of the prior art 1 are arranged at a certain interval in the direction of forming the beam, a larger number of devices must be disposed to endure the weight of the beam and the concrete constituting the slab.

As another prior art, there is proposed a support assembly for a beam form assembly with improved workability, which is disclosed in Korean Patent Laid-Open Publication No. 10-2011-0023040 (published on March 23, 2011, hereinafter referred to as "Prior Art 2"

The prior art 2 discloses a joining unit (reference numeral 50 shown in the publication of the prior art 2) at the opening of the support panel supporting the vertical panel of the slab panel and the beam (reference numeral 40 shown in the publication of the prior art 2) The support panel and the vertical panels and angles can be simply and quickly interlinked by means of fastening means (55, 55 'shown in the publication of the prior art 2) so that the workability of the bracket assembly It is a technology that we want to improve.

However, in the prior art 2, when the bracket assembly is dismantled, the bracket assembly can not be disassembled without completely separating the bracket assembly. Therefore, when the bracket assembly is disassembled, In addition to the cumbersome work required to be carried to the next installation site, the separate coupling unit must be lifted above the elevated workbench to reassemble the formwork assembly.

Therefore, the technique of the prior art 2 is very difficult to carry out separation work of the coupling unit, transportation to the next work section, lifting work for reinstallation, and so on.

As another prior art, there is known a formwork assembly (hereinafter referred to as "Prior Art 3") having a structure as shown in FIG.

The prior art 3 is for reducing the number of slab supporters that support the slab yoke 5 and support supporters that support the bobbins (horizontal yoke) 10, and as shown in FIG. 1, And a height adjustable pedestal 7 for supporting both ends of the horizontal support 8 so as to support the slab supporters 9a and 9b and supporting the horizontal support 8 on the support .

In FIG. 1, reference symbol S denotes a slab, and reference symbol B denotes a beam. Reference numeral 4 denotes a slab panel, and reference numeral 4a denotes a slab panel. And reference numeral 2 denotes a vertical panel of the work form, and reference numeral 1 denotes a horizontal panel of the work form. Reference numeral 1a denotes a tie-rod for a beam form assembly, and reference numeral 6 denotes a tie rod for fixing both vertical panels of the beam formwork. Reference numeral 9c denotes a transverse link connecting the two supporters 9a and 9b.

However, since the weights of the horizontal supports 8 of the prior art 3 having the above-described structure are too large, it is difficult for the workers to install them by hand, so that the convenience of the construction is very low. . In addition, much effort and time are wasted in tightening and disassembling the tie rod.

Furthermore, the prior art 3 has a number of problems such as the need to further reinforce the stiffness of the supporter due to the large weight of the transverse support.

Accordingly, the present invention has been made to solve the above-mentioned problems,

In the supporting means (yoke) for supporting the beam form assembly, the outer side of the vertical panel of the formwork is formed so that the form panels are pushed by the side pressure which is increased while the concrete is cured to prevent the concrete from being pushed and cured smoothly. And a horizontal yoke supporting the lower portion of the horizontal panel of the form integrally formed thereon.

According to the present invention, there is also provided a method of adjusting a position of a vertical yoke by adjusting a length of a vertical yoke to increase versatility by adjusting a width of the vertical yoke, and a connecting member And an object of the present invention is to provide a pivot preventing yoke for a mold assembly.

The present invention further provides a pair of fastening means for fastening the fastening means to the vertical yoke and forming a space for the fastening means to be inserted therethrough so as to easily adjust the fastening position with respect to the vertical yoke, And an object of the present invention is to provide a anti-skid yoke for a bracket assembly having a vertical yoke composed of a vertical pipe.

The vertical yoke and the corner angle assembly are coupled with the vertical yoke so as to facilitate the fastening of the vertical yoke and the bracket assembly to prevent the vertical panel from being pushed along the horizontal yoke. And an object of the present invention is to provide a jig preventing yoke for a bracket assembly having a fastening means.

In order to achieve the above-mentioned object, the anti-jam yoke for the formwork assembly according to the present invention comprises:

A supporting means for supporting a bracket assembly comprising a pair of vertical panels spaced apart from each other, a horizontal panel disposed at a lower end thereof, and a corner angle provided at an edge portion where the horizontal panel contacts with the vertical panel,

A horizontal yoke supporting the lower portion of the horizontal panel;

A vertical yoke supporting the opposite surface of the vertical panel to the concrete pouring portion;

A strut member having one side coupled to the vertical yoke and the other side coupled to the horizontal yoke to support the vertical yoke in a diagonal direction;

A connecting member connecting the vertical yoke and the horizontal yoke; And

And a fastening means for fastening the vertical yoke to the bracket assembly.

In addition, in the anti-skew yoke for the formwork assembly according to the present invention,

A supporting member connected to the vertical yoke, and a support member having one side connected to the mounting member and surrounding the horizontal yoke, and a support member coupled to the other side of the support rods, And a support-assisting member for supporting the support.

Further, in the anti-skewing yoke for a bracket assembly according to the present invention, the fastening means may include a body having a spiral portion at one side thereof and inserted through the vertical yoke member, a bending portion formed at the other end of the body, And a nut coupled to the spiral portion and fixing the body to the vertical yoke.

And a pair of vertical pipes spaced apart from the vertical yoke to form a space into which the fastening means can be inserted in the anti-skewing yoke for the bracket assembly according to the present invention,

And a connecting piece for interconnecting the vertical pipes.

The anti-skewing yoke for a beam form assembly according to the present invention can easily assemble and disassemble a yoke by introducing a vertical yoke fastened to a combination of a vertical panel and a corner angle by fastening means, thereby shortening the construction time, It is possible to prevent the vertical yoke from being pushed by the side pressure increasing during curing.

Further, the anti-skewing yoke for the bracket assembly according to the present invention introduces a connecting member composed of supporting rods surrounding the horizontal yoke, thereby joining the vertical yoke and the horizontal yoke, It is not necessary to perforate the holes. Therefore, it is possible to reduce the cost due to the separate processing, to easily adjust the position of the vertical yoke, and to easily reuse the vertical yoke material, thereby reducing the construction time and the construction cost.

Further, the anti-jamming yoke for the bracket assembly according to the present invention introduces the fastening means formed of the bent body and the powder, so that the coupling between the vertical yoke, the vertical panel and the corner angle is achieved through one fastening means, As well as,

Vertical panel and vertical yoke are simultaneously fastened to the inner angle of the buckle so that the vertical panel and vertical yoke are effectively fixed against the horizontal pressure generated by concrete curing, preventing the form from being pushed.

The anti-skewing yoke for the bracket assembly according to the present invention can easily mount the anti-skewing yoke for the bracket assembly by introducing a vertical yoke composed of a vertical pipe forming a space into which the fastening means can be inserted .

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a front view showing a anti-jamming yoke for a conventional formwork assembly. FIG.
2 is a front view of a yoke for a form assembly according to the present invention;
FIGS. 3 and 4 are perspective views showing a yoke for a bracket assembly according to the present invention; FIG.
5 is a perspective view showing only a connecting member according to the present invention.
Fig. 6 is a front view showing a strut member according to the present invention; Fig.

While the present invention has been described in connection with certain embodiments, it is obvious 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 invention. It is to be understood, however, that the invention is not intended to be limited to the particular forms disclosed, but on the contrary, is intended to cover all modifications, equivalents, and alternatives falling within the spirit and scope of the invention.

In the drawings, the same reference numerals are used for the same reference numerals, and in particular, the numerals of the tens and the digits of the digits, the digits of the tens, the digits of the digits and the alphabets are the same, Members referred to by reference numerals can be identified as members corresponding to these standards.

In the drawings, the components are expressed by exaggeratingly larger (or thicker) or smaller (or thinner) in size or thickness in consideration of the convenience of understanding, etc. However, It should not be.

The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. The singular expressions include plural expressions unless the context clearly dictates otherwise.

 In the present application, the term " comprising " or " consisting of ", or the like, refers to the presence of a feature, a number, a step, an operation, an element, a component, But do not preclude the presence or addition of one or more other features, integers, steps, operations, components, parts, or combinations thereof.

Unless defined otherwise, all terms used herein, including technical or scientific terms, have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. Terms such as those defined in commonly used dictionaries are to be interpreted as having a meaning consistent with the contextual meaning of the related art and are to be interpreted as either ideal or overly formal in the sense of the present application Do not.

It is to be understood that the first to second aspects described in the present specification are merely referred to in order to distinguish between different components and are not limited to the order in which they are manufactured, It may not match.

For the sake of convenience in describing the present invention, when an unambiguous approximate direction reference is specified for convenience, referring to FIG. 2, the direction in which the gravity acts is the lower side,

In particular, although not shown in FIG. 2, the direction (C) in which the beam of the concrete structure to be formed by the form is formed is set to the inside and the opposite direction is set to the outside. In the detailed description and claims of the invention related to other drawings, Is specified.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, an anti-skid yoke for a bracket assembly according to the present invention will be described with reference to the accompanying drawings.

As shown in FIG. 2, the form assembly of the present invention comprises a vertical panel 2 spaced apart from a horizontal panel 1 disposed at a lower end thereof, and a horizontal panel 1 and a vertical panel 2 And a corner angle 3 provided at an edge portion where the torsion bar 1 abuts.

The horizontal panel 1 and the vertical panel 2 can be replaced by known general panels for dies,

As shown in FIG. 3, the horizontal panel 1 has a bottom surface to which the concrete is poured, and an engaging portion 1A that is bent downward at both side ends of the bottom surface. And is coupled through the coupling portion to support the bottom surface of the beam.

Although not shown in the drawing, a number of fastening holes for assembling the panels are formed in the coupling portion along the longitudinal direction. The fastening holes 2a formed in the coupling portion 2A of the vertical panel 2 ) Can sufficiently predict the structure.

The vertical panel 2 is formed in the same shape as the horizontal panel 1 and supports the side surface of the beam,

As described above, the horizontal and vertical panels can be replaced with known general panels, and it is known that panels of various sizes can be assembled together according to the size or shape of a structure to be utilized as a formwork assembly. A detailed description thereof will be omitted because it can be sufficiently predicted by a person skilled in the art.

The corner angles 3 connecting the horizontal panel 1 and the vertical panel 2 are angles of the A shape and the main body of the corner angle 3 is provided with corresponding It is preferable that coupling holes 40A are provided.

The present invention is a anti-skid yoke that supports the panels of the bracket assembly to resist side pressure generated during concrete curing,

As shown in Figs. 2 to 4,

A horizontal yoke (10) supporting the lower part of the horizontal panel (1);

A vertical yoke (20) for supporting a surface of the vertical panel (2) opposite to a concrete installation part;

A strut member 50 which is adjustable in length while one side is coupled to the vertical yoke 20 and the other side is coupled to the horizontal yoke 10 to support the vertical yoke 20 in a diagonal direction;

A connecting member 30 connecting the vertical yoke 20 and the horizontal yoke 10; And

And fastening means (40) for fastening the vertical yoke (20) to the panels of the formwork.

The horizontal yoke 10 preferably supports the lower end of the horizontal panel 1 in a direction orthogonal to the forming direction of the beam so as to effectively resist the gravity and the pressure caused by the concrete pouring and curing.

A plurality of horizontal yokes (10) are arranged in parallel along the longitudinal direction of the beam,

Although not shown in the drawing, it includes a support which supports the sphygmomanometer and can be fixed to the vertical panel 2 of the beam,

The support is formed by assembling one or more supports which are integrated according to the number of the horizontal yokes 10, that is, the length of the beam or the width of the horizontal yoke 10.

The horizontal yoke 10 is made of steel or synthetic resin, and fastening holes 14 for fastening with a general panel or the like are formed along the longitudinal direction. However,

The present invention introduces a modified horizontal yoke (10) so that the horizontal yoke (10) can secure higher rigidity so as to effectively cope with the concrete pressure acting in the vertical direction.

The horizontal yoke 10 includes a contact portion 11 for contacting the horizontal panel 1, a receiving portion 13 for securing rigidity and a rod portion (not shown) for connecting the contacting portion 11 and the receiving portion 13 12).

Each of the contact portions 11 has a bent portion 11A which is bent inward from the lower side, and the rod portion 12 is bent inward. The contact portion 11 is formed of a pair of spaced- Lt; / RTI >

The rod portion 12 has support pieces 12A protruding from both sides thereof. The support portion 13 also includes a horizontal support portion formed in a lateral direction.

The horizontal yoke 10 of the present invention is characterized in that a pair of contact portions 11 are connected through a bent portion 11A and a space is provided between the contact portions 11 so that the pair of contact portions 11 ) Can support the load by dispersing it, thereby enhancing the rigidity.

Further, the rod portion 12 reinforces the thin thickness of the flesh through the support fingers 12A, thereby preventing deformation due to the load.

When the yoke of the present invention is dismantled, the support portion 13 stably supports the horizontal yoke on the ground, thereby preventing damage to the horizontal yoke 10 and a collision between the horizontal yoke 10 and the horizontal yoke 10, Safety accidents can be prevented.

As shown in FIG. 4, the vertical yoke 20, which supports the opposite surface of the vertical panel 2, that is, the outer surface of the vertical panel 2, is spaced apart A pair of vertical pipes 21 arranged to form a space 22 into which the fastening means 40 can be inserted,

And a connecting piece 23 connecting the vertical pipes 21 to each other.

The space portion 22 can be deformed to have a plurality of fastening holes through which the fastening means 40 can pass.

The vertical yoke 20 and the fastening means 40 for fastening the panels will be described later in detail.

Next, the connecting member 30 of the present invention, as shown in Figs. 4 and 5,

A mounting member 31 including a mounting portion 31A mounted on the vertical yoke 20,

And a support member 32A having an opening at one side thereof and being connected to the mounting member 31 and forming a support hole 32A in which the horizontal yoke 10 can be received and supported through the opening, (32).

The mounting member 31 may be fastened to the vertical yoke 20 through a fixing member such as a bolt or a nut,

4 and 5, the vertical pipe 21 of the vertical yoke 20 is fastened to the mounting member (not shown) so as to shorten the installation time by increasing the convenience of operation when assembling and disassembling the yoke. 31 are integrally formed through welding or the like.

The support member 32 has a support bar 32A having an upper opening and capable of supporting and fixing both side surfaces of the horizontal yoke 10 so that the horizontal yoke 10 can be horizontally inserted, .

It is preferable that the support bar 32A has a connecting rod 32B connecting the other side of the left and right support bars 32A in order to assure manufacturing convenience.

That is, the iron bar having a predetermined strength or more is folded into a similar 'C' shape so that the left and right support bars 32A and the connecting bar 32B are integrally formed and the horizontal yoke member 10 is supported The support hole 32A can be formed naturally so that a strong supporting force can be ensured and the manufacture thereof is very easy.

The mounting member 31 is bent at the mounting portion 31A so as to secure the coupling convenience with the support member 32A of the supporting member 32 and the rigid supporting force when the horizontal yoke member 10 is assembled, (31B) having an insertion hole (31A) into which the distal end of the horizontal yoke (32A) can be inserted and which is in contact with the upper surface of the horizontal yoke (10).

A screw thread 32a is formed at the distal end of the support rod 32A to be inserted into the insertion hole 31A and then coupled to the support member 32 and the mounting member 31 through the nut 35, Thereby preventing the received horizontal yoke 10 from being detached.

The connecting member 30 may further include a supporting assisting member 33 coupled to the connecting rod 32B of the supporting member 32 and supporting the lower surface of the horizontal yoke 10. [

The support assisting member 33 includes a contact support portion 33A that directly contacts the lower surface of the horizontal yoke member 10,

And an auxiliary supporting portion 33B bent at the contact supporting portion 33A and contacting the connecting rod 32B.

The contact support portion 33A primarily disperses the load of the horizontal yoke member 10 and supports the horizontal yoke member 10 by the connecting rod 32B coupled to the bent portion, It is possible to prevent breakage due to the load of the horizontal yoke 10. [

As shown in the drawing, the mounting member 31 and the supporting member 32 are symmetrically shaped and have the same shape. The connecting rod 32B of the supporting member 32 is positioned upward or downward The configuration can be different.

That is, unlike in the drawing, the connecting rod 32B of the supporting member 32 is coupled to the bent portion between the mounting portion 31A of the mounting member 31 located on the upper side and the contact fixing portion 31B by welding or the like ,

The present invention can be implemented by applying the configuration of the mounting member 31 (the insertion hole 31A and the nut 35) to the support assisting member 33. [

Next, the fastening means 40 for fastening the vertical yoke 20 and the panels in the present invention will be described.

In order to simplify the explanation, the fastening means 40 is inserted into and fastened to the fastening hole 40A formed in the combination of the vertical panel 2 and the corner angle 3, Will be described on a representative basis.

4, the fastening means 40 includes a body 41 having a spiral portion 41A on one side and inserted through the vertical yoke 20,

A powder 42 formed by bending at the other end of the body 41 and inserted into the panels of the insert,

And a nut 43 having a grip portion 43A and coupled to the helical portion 41A to fix the vertical yoke 20 to the body 41. [

The body 41 and the powder 42 may be integrally formed by bending an integrally formed fastening pin or connecting the body 41 and the powder 42 by welding or the like.

A combination of the body 41 and the powder 42 (hereinafter referred to as a pin bolt 40 for the sake of convenience of explanation) is inserted through the space portion 22 of the vertical yoke 20, The nut 42 is inserted into the fastening hole 40A of the panel and the nut 43 is screwed to the helical portion 41A so that the nut 35 and the body 41 The clamping force of the vertical yoke member 20 is secured by pressing the vertical yoke member 20 through the coupling force.

For this purpose, the powder 42 has a tip portion 42A that can be easily inserted into the fastening hole 40A when it is initially inserted, and in order to prevent the powder 42 from being detached from the fastening hole 40A after being inserted It is preferable that a wedge groove 42B is formed in which the wedge powder 44 can be inserted.

The pin bolt 40 is formed by bending the body 41 and the powder 42 in a shape of a letter so that the vertical yoke 20 and the pin bolt 40, 20 and the pin bolts 40 for fastening the panels to each other.

That is, as shown in FIG. 1B, the vertical yoke 20 is normally fastened to the horizontal yoke 10 through the fastening pin P, so that a bearing force against the side pressure generated by the concrete pouring and curing However,

In this case, since the vertical yoke 20 and the vertical panel 2 are directly connected to each other and fixed to the horizontal yoke 10 by the pin bolts 40, the supporting force of the vertical yoke 20 is weakened against the horizontal pressure, There is a problem that the vertical yoke 20 is pushed along the horizontal yoke 10 together.

2, the vertical yoke 20 is fastened to the combined body of the vertical panel 2 and the corner angle 3 via the pin bolt 40, and the corner angle (3) is fastened to the horizontal panel (1) through a fastening pin (not shown)

The vertical panel 2 supporting the both side surfaces of the beam and the vertical yoke 20 are mutually fastened together through the horizontal panel 10 so that the pressure generated in the horizontal direction, It is possible to solve the problem that the vertical yoke 2 or the vertical yoke 20 is pushed.

3 and 4, the pin bolt 40 is fastened to an assembly of vertical panels 2 as well as to a combination of vertical panels 2 and corner angles 3, So that the supporting force of the vertical yoke 20 can be assured.

That is, since the vertical panels 2 are assembled by assembling a plurality of general panels of various sizes as described above, the vertical panels 2 are assembled in the vertical direction, and the pin bolts 40 are inserted and fastened together,

As shown in the figure, a separate fastening portion 2A having a fastening hole 2a is connected to the vertical panel 2 by welding or the like in the vertical direction, and then fastened using the pin bolt 40 of the present invention. You can do it.

Although it is possible to fasten the coupling part of the vertical panel coupled in the horizontal direction with the powder forming direction of the pin bolt 40 differently, even if the coupling part 2A is not provided as described above, It is preferable that the vertical yoke 20 is formed up to the upper portion of the vertical panel 2 in order to secure the upper supporting force of the vertical yoke 2.

Next, the stiffening member 50 according to the present invention is designed to securely fix the bracket (the vertical panel 2 and the horizontal panel 1) while effectively preventing the side pressure applied to the vertical panel 2 in a firmly fastened state. When dismantling from concrete, the parts of the beam form assembly (vertical panel 2, horizontal panel 1, corner angle 3, bobbin material 10, etc.) are not disassembled (or disassembled) at all The vertical panel 2 of the formwork can be opened in the outward direction.

6, the stiffening member 50 includes a staple bar body 53 and first and second staple bars 51 and 52 that are screwed to both ends of the staple bar body 53 ),

A first coupling part 54 connected to the spacing space 22 of the vertical yoke 20 is provided at the end of the first hoist rope 51 so that the first yoke 50 is connected to the vertical yoke 20, The rod 51 is fixedly installed.

4, the vertical pipe 21 of the vertical yoke 20 is provided with a plurality of first couplings 54 which can be coupled with the first couplers 54 through the coupling pins along the longitudinal direction, A hole 24 is formed.

The horizontal yoke (10) is provided with a second coupling hole (14)

The second brace bar 52 has a second engaging portion 52a connected to the second engaging hole 14 so that the second brace bar 52 is fastened to the horizontal yoke 10, The pins are fixedly installed.

For this, the second yoke 14 may be formed to correspond to the contact portion of the horizontal yoke 10, and a pair of second yoke holes 14 may be provided along the longitudinal direction.

Although not shown in the drawings, the fastening pins are formed of a body having a fastening hole and wedge pins inserted into the fastening holes of the body, inserting the body into the fastening holes formed to correspond to each other, By inserting and fastening the pin

The strut member 50 is coupled to the vertical yoke member 20 and the horizontal yoke member 10 so as to firmly support the vertical yoke member 20 so that the vertical panel 2 can resist the side pressure by the concrete .

While the present invention has been described with reference to the accompanying drawings, it is to be understood that the present invention is not limited to the disclosed embodiments, but various modifications, alterations, and substitutions can be made by those skilled in the art, Changes and substitutions are to be construed as falling within the scope of protection of the present invention.

1: Horizontal panel 2: Vertical panel
3: Corner angle
10: Horizontal yoke 11: Contact portion
12: rod section 13:
14: second engaging hole
20: vertical yoke 21: vertical pipe
22: space part 23: connecting piece
24: first engaging hole
30: connecting member 31: mounting member
32: support member 33: support assisting member
40: fastening means (pin bolt) 41: body
42: powder 43: nut
44: Wedge powder
50: strut member 51: first strut member
52: second strut 53: strut rod body

Claims (4)

A supporting means for supporting a bracket assembly comprising a pair of vertical panels spaced apart from each other, a horizontal panel disposed at a lower end thereof, and a corner angle provided at an edge portion where the horizontal panel contacts with the vertical panel,
A horizontal yoke supporting the lower portion of the horizontal panel;
A vertical yoke supporting the opposite surface of the vertical panel to the concrete pouring portion;
A strut member having one side coupled to the vertical yoke and the other side coupled to the horizontal yoke to support the vertical yoke in a diagonal direction;
A connecting member connecting the vertical yoke and the horizontal yoke; And
And a fastening means for fastening the vertical yoke to the bracket assembly. ≪ RTI ID = 0.0 > [10] < / RTI >
The method according to claim 1,
The connecting member
A mounting member connected to the vertical yoke,
A support member having one side connected to the mounting member and composed of support rods surrounding the horizontal yoke,
And a support auxiliary member coupled to the other side of the support rods to fix and support the horizontal yoke member.
3. The method of claim 2,
The fastening means
A body having a spiral portion on one side and inserted through the vertical yoke,
A powder that is bent at the other end of the body and inserted into the bowl,
And a nut coupled to the spiral portion and fixing the body to the vertical yoke. ≪ Desc / Clms Page number 19 >
4. The method according to any one of claims 1 to 3,
A pair of vertical pipes spaced apart from each other to form a space into which the fastening means can be inserted;
And a connecting piece connecting the vertical pipes to each other. ≪ RTI ID = 0.0 > 11. < / RTI >

KR20130042315A 2013-04-17 2013-04-17 Surporter for concrete mold assembly KR20140124594A (en)

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105908992A (en) * 2016-06-22 2016-08-31 浙江省二建钢结构有限公司 Temporary support device and temporary support method for inclined column of building steel structure
CN105926854A (en) * 2016-06-22 2016-09-07 浙江省二建钢结构有限公司 Temporary supporting mechanism and temporary supporting method of steel-structure oblique column
CN106382003A (en) * 2016-11-04 2017-02-08 成都森钰泓绿化工程有限公司 Template with adjustable cross-sectional width and height of simply-supported beam
KR102128100B1 (en) * 2019-07-08 2020-06-30 (주)덕신하우징 variable type detachable beam deck
KR102161808B1 (en) * 2020-02-24 2020-10-05 주식회사 케이엘디 Supporting apparatus for girder form
KR102271271B1 (en) * 2020-01-22 2021-06-30 주식회사 제이씨엔아이 Disassembly beam form
KR20220053853A (en) * 2020-10-23 2022-05-02 주식회사 스마트맥스 Sleeper device
KR20220102296A (en) * 2021-01-13 2022-07-20 폼으로 주식회사 A holding device of molding framework for a beam formation of building
KR102532462B1 (en) * 2022-06-21 2023-05-17 (주)성지알펙스 Support fixing unit
KR102542421B1 (en) * 2022-06-21 2023-06-13 (주)성지알펙스 Panel assembly

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105908992A (en) * 2016-06-22 2016-08-31 浙江省二建钢结构有限公司 Temporary support device and temporary support method for inclined column of building steel structure
CN105926854A (en) * 2016-06-22 2016-09-07 浙江省二建钢结构有限公司 Temporary supporting mechanism and temporary supporting method of steel-structure oblique column
CN105926854B (en) * 2016-06-22 2018-04-20 浙江省二建钢结构有限公司 The temporary support mechanism and temporary support method of the oblique column of steel construction
CN105908992B (en) * 2016-06-22 2018-04-20 浙江省二建钢结构有限公司 The supporting apparatus and temporary support method of the oblique column of building steel structure
CN106382003A (en) * 2016-11-04 2017-02-08 成都森钰泓绿化工程有限公司 Template with adjustable cross-sectional width and height of simply-supported beam
KR102128100B1 (en) * 2019-07-08 2020-06-30 (주)덕신하우징 variable type detachable beam deck
KR102271271B1 (en) * 2020-01-22 2021-06-30 주식회사 제이씨엔아이 Disassembly beam form
KR102161808B1 (en) * 2020-02-24 2020-10-05 주식회사 케이엘디 Supporting apparatus for girder form
KR20220053853A (en) * 2020-10-23 2022-05-02 주식회사 스마트맥스 Sleeper device
KR20220102296A (en) * 2021-01-13 2022-07-20 폼으로 주식회사 A holding device of molding framework for a beam formation of building
KR102532462B1 (en) * 2022-06-21 2023-05-17 (주)성지알펙스 Support fixing unit
KR102542421B1 (en) * 2022-06-21 2023-06-13 (주)성지알펙스 Panel assembly

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