KR101642484B1 - Multi corner tie bracket - Google Patents

Multi corner tie bracket Download PDF

Info

Publication number
KR101642484B1
KR101642484B1 KR1020150052603A KR20150052603A KR101642484B1 KR 101642484 B1 KR101642484 B1 KR 101642484B1 KR 1020150052603 A KR1020150052603 A KR 1020150052603A KR 20150052603 A KR20150052603 A KR 20150052603A KR 101642484 B1 KR101642484 B1 KR 101642484B1
Authority
KR
South Korea
Prior art keywords
corner
tie
tie rod
coupled
pair
Prior art date
Application number
KR1020150052603A
Other languages
Korean (ko)
Inventor
박태규
우보열
정진현
Original Assignee
(주)케이테코
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by (주)케이테코 filed Critical (주)케이테코
Priority to KR1020150052603A priority Critical patent/KR101642484B1/en
Application granted granted Critical
Publication of KR101642484B1 publication Critical patent/KR101642484B1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/001Corner fastening or connecting means for forming or stiffening elements

Landscapes

  • 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 relates to a multi corner tie bracket enhancing a quality of a construction by improving a fixation force for the corner portions where both side molds meet each other when a wall surface of a concrete structure is constructed. To achieve this, the present invention provides the multi corner tie bracket comprising: a fixated unit fixated to a mold frame; a rotating member coupled to one side of the fixated unit to be able to rotate; a tie rod penetrated through and coupled to the rotating member; and a coupling member coupled to the tie rod and supported to come in close contact with an outer surface of the rotating member.

Description

Multi corner tie bracket

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a corner tie bracket for fixing a corner portion of a formwork when constructing a concrete structure, and more particularly, to a multi-corner tie bracket capable of structurally and firmly fixing a corner portion of a formwork .

In general, a formwork is a general form of a formwork panel for forming a structure by pouring concrete and a platform for holding the panels in an accurate position. The concrete is kept in a constant shape and dimensions, It is used for the purpose of proper curing of concrete by preventing the leakage of air and preventing the influence of outside air.

For this purpose, when a large concrete structure such as a retaining wall or a bridge pier is conventionally used, a form panel made of wood, plywood or metal is mainly used. However, recently, when a concrete wall is constructed, a unit panel formed by connecting a plate- A method of forming a mold for an inner wall and an outer wall by assembling the mold, filling the space between the mold with the reinforcing bar and concrete, curing it, and removing the mold are widely used.

Particularly, in the construction of the outer wall of the concrete structure, the corner portion where the wall surface of the outer wall is in contact with the wall surface is usually maintained at a right angle. Due to the corner portion forming such a right angle, there was.

As a method that has been conventionally used, a plate form on which a wall surface is laid without using a separate corner form is aligned so that its both ends are perpendicular to each other, and then these are fixed with a separate fixing member, i.e., a corner tie bracket ), And so on.

FIG. 1 is a view showing a state where a corner portion of a form is fixed through a corner tie bracket when a concrete main tower of a conventional bridge is constructed.

As shown in FIG. 1, a conventional corner tie bracket 80 is installed on a mold frame 20 supporting a rear portion of a mold panel 10, which is formed for forming an outer wall corner portion of a concrete pillar.

That is, the mold frame 20 is connected to the rear part of the both side mold panels 10 to be in contact with each other at right angles to each other through the timber beam 12, and the corner tie brackets 80 So that the both-side corner tie bracket 80 is connected to the tie rod 60 and fixed.

The tie rods 60 penetrating between the both side pedestals 40 in a state where the triangular shaped pedestal 40 provided on the both side corner tie brackets 80 are fixed tightly to the outer surface of the side mold frames 20, The wing nut 50 is fastened to the triangular pedestal 40 so as to be closely attached to the outer surface of the triangular pedestal 40 so that the corner portions of the both side panel 10 can be firmly fixed.

However, when the fixing operation of the mold corner portion is performed using the conventional corner tie bracket 80 structure as described above, when the corner portions between the side mold frames 20 are precisely perpendicular, the fixing operation of the corner portion is relatively smooth The wing nut 50 can not be firmly brought into close contact with the outer surface of the pedestal 40 because the pedestal 40 is inclined by the angular deviation when the two formwork frames 20 are not exactly orthogonal to each other .

As the wing nut 50 is fixed to the outer surface of the pedestal 40, the wing nut 50 is structured to be unstably fixed. As a result, when the concrete 30 is poured into the formwork panel 10, There is a problem that the form panel 10 is pushed outward due to the load of the mold 30 and consequently the quality of the construction is deteriorated.

In addition, when the angle of the corner of the wall to be installed is designed to be an obtuse angle greater than 90 degrees or an acute angle smaller than 90 degrees, the shape of the pedestal 40 is changed and changed according to the angle of the corner of the formwork. Therefore, there is a problem that the workability is significantly deteriorated, and the time and cost according to the hypothesis of the form can be excessively consumed.

Korean Utility Model Publication No. 20-2009-0012087

SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and it is an object of the present invention to provide a corner tie bracket, So that it is structurally robust and can be fixed easily.

According to an aspect of the present invention, there is provided a multi-corner tie bracket comprising: a fixing part fixed to a mold frame; A rotary member rotatably coupled to one side of the fixing unit; A tie rod coupled through the rotating member; And a fastening member fastened to the tie rod and closely held on the outer surface of the rotary member.

The fixing unit includes a fixing plate fixed to the mold frame, a support plate coupled to the fixing plate and closely supported on the outer surface of the mold frame, a support surface coupled to the support plate, And a vertical plate formed thereon.

At this time, the rotating member may have a circular outer surface, and the supporting surface may have a curved surface shape corresponding to the outer surface of the rotating member.

The tie rod may be installed perpendicular to the central axis of the rotary member.

The support plate may have a through hole through which the tie rod passes.

At this time, the through-hole may be formed long in the front-rear direction of the support plate so that the tie rod can be freely changed in angle.

The vertical plate may be coupled to the support plate in a state where a pair of the vertical plates are disposed parallel to each other with the through hole interposed therebetween.

Further, a spacing member may be provided between the pair of vertical plates.

According to the multi-corner tie bracket structure of the present invention having the above-described configuration, even when a situation occurs in which the angles of the corners where the molds on both sides meet at the time of the mold work are not exactly perpendicular to each other, It is advantageous that the working surface of the force acting in the direction and the working surface of the force are always vertical so that the mold corner portion can be firmly and stably fixed.

In addition, since it is not necessary to change the shape of the base of the corner tie bracket according to the angle formed by the corner portion of the mold as in the conventional art, there is an advantage that the time and cost can be greatly reduced.

In addition, there is an advantage that it is possible to perform the fixing operation of the mold corner part through the single multi-corner bracket easily and quickly regardless of the corner angle formed by the mold.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a cross-sectional view showing a corner portion of a mold fixed through a conventional corner tie bracket; FIG.
2 is a perspective view showing a structure of a multi-corner tie bracket according to an embodiment of the present invention;
Figure 3 is an exploded perspective view of Figure 2;
Figure 4 is a side view of Figure 2;
5 is an installation cross-sectional view showing one example in which a multi-corner tie bracket according to the present invention is installed.
6 is an installation cross-sectional view showing another example in which the multi-corner tie bracket of the present invention is installed.

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

2 is a cross-sectional view of a multi-corner tie bracket according to an embodiment of the present invention. 3 is an exploded perspective view of FIG. 2, and FIG. 4 is a side view of FIG. 2. FIG.

2 to 4, the multi-corner tie bracket 100 according to the present invention includes a fixing part, which is a part fixed to the mold frame 230, and a rotary member (not shown), which is rotatably supported on one side of the fixing part And a fastening member 150 fastened to the tie rod 160 and tightly supported on the outer surface of the rotary member 140. The tie rod 160 is fixed to the rotary member 140, .

The fixing part is a part fixed to the formwork frame 230 and includes a fixing plate 110 fixed to the formwork frame 230 and a support member 210 fixed to the outer surface of the formwork frame 230, A plate 120 and a vertical plate 130 coupled to the support plate 120 and having a support surface 134 on which a rotary member 140 is rotatably supported.

The form frame 230 is a horizontal member connected to the rear side of the formwork panel 210 as shown in FIGS. 5 and 6 to be described later. The two form beams having a " It is a horizontal structure that is arranged symmetrically and combined.

This formwork frame 230 is connected to the rear side of the formwork panel 210 via the timber beam 220.

The fixing plate 110 is formed as a pair of plates that are parallel to each other and fixed to the mold frame 230.

The fixing plate 110 is inserted into the inner space of the formwork frame 230 and is tightly fixed to both side surfaces of the inner space through bolts (or pins).

For this purpose, the fixing plate 110 is formed with a fastening hole 112 into which the bolt 114 can be fastened.

At the upper end of the fixing plate 110, a supporting plate 120 is vertically formed and fixed integrally.

The support plate 120 is held in close contact with the outer surface of the mold frame 230 in a state where the fixture plate 110 is fixed to the mold frame 230.

A through hole 122 through which the tie rod 160 passes is formed at the center of the support plate 120.

At this time, the through hole 122 is formed in a rectangular shape elongated in the front-rear direction of the support plate 120 so that the tie rod 160 drawn into the inner space can freely move in the front-rear direction.

Accordingly, even if the tie rod 160 is held at an angle in the through hole 122, it is possible to maintain a free angle change without interfering with the inner surface of the through hole 122.

In some cases, the angle between the tie rod 160 and the support plate 120 may become excessively small.

In this case, the tie rod 160 is fixed in a state of being pulled out of the through hole 122 without being pulled into the through hole 122, in this case, because the tie rod 160 may interfere with the through hole 122. [ You can also do the work.

A pair of vertical plates 130 are vertically coupled to the upper surface of the support plate 120.

At this time, the pair of vertical plates 130 are integrally fixed to the upper surfaces of the left and right support plates 120 of the through holes 122 through welding.

A cylindrical spacing member 132 is further provided between the pair of vertical plates 130 so as to maintain the connection structure between the pair of vertical plates 130 and to maintain a constant interval between the vertical plates 130 .

In addition, a curved support surface 134 is formed on the rear surface of the vertical plate 130 so that the rotary member 140 can be rotatably supported.

On the other hand, the rotary member 140 is formed to have a hollow shape like a circular pipe and having a round outer shape.

The rotating member 140 is formed with a pair of through holes 142 through which the tie rod 160 passes.

At this time, imaginary axes connecting the pair of through holes 142 are formed so as to cross the center of the rotational member 140 vertically.

The pair of through holes 142 are formed to have a sufficient diameter so that the tie rod 160 introduced into the pair of through holes 142 can freely move without interference.

When the tie rod 160 is inserted through the through hole 142 of the rotary member 140, the tie rod 160 is perpendicular to the central axis of the rotary member 140 do.

The support surface 134 formed on the rear side of the vertical plate 130 is formed as a curved surface of an arc shape corresponding to the outer shape of the rotary member 140.

A rotating member 140 is closely attached to the inner surface of the supporting surface 134.

At this time, the rotary member 140 is supported so as to freely rotate within the support surface 134 with respect to the longitudinal central axis thereof.

Therefore, even if the angle of the tie rod 160 is changed with respect to the support plate 120 in the state where the tie rod 160 is fastened to the rotary member 140, rotation in the support surface 134 in accordance with the changed angle The member 140 is rotated so that the direction of the force acting by the tensile force of the tie rod 160 and the action surface supporting the force are always vertical so that a stable and firm fixing force can always be maintained.

Hereinafter, a process of fixing the mold corner portion using the multi-corner tie bracket 100 of the present invention will be described in detail.

5 shows a state where the neighboring mold frames 230 are fixed by the multi-corner tie bracket 100 when the mold frames 230 are disposed in a symmetrical manner at an angle of 90 degrees. 6 is a view showing a state where the two side mold frames 230 are fixed by the multi-corner tie bracket 100 when the side mold frames 230 are arranged asymmetrically with respect to each other.

Referring to FIGS. 5 and 6, when the fixing operation is performed on the mold corner portions adjacent to each other using the multi-corner tie bracket 100 according to the present invention, The corner tie bracket 100 is fixed.

In other words, in a state where the fixing plate 110 provided in the multi-corner tie bracket 100 is inserted into the inner space of the side mold frames 230, the fixing plates 110 are fixed to both sides of the inner space through the bolts 114 do.

In this case, it is preferable to dispose the multi-corner tie brackets 100 at positions symmetrical to each other on the side mold frames 230, but it is not always necessary to fix the multi-corner tie brackets 100 to match the symmetrical positions.

In other words, even if the fixing positions of the respective multi-corner tie brackets 100 are not located at positions where they are completely symmetrical with each other, the same level of fixing force can always be maintained. Therefore, And then the tie rod 160 is connected to fix the mold corner portion.

When the fixing operation of the multi-corner tie bracket 100 is completed on each of the mold frames 230 as described above, the tie rod 160 is mounted on the support plate 120 provided on the both side brackets 100 The rotation member 140 and the fastening member 150 are coupled to the both ends of the tie rod 160 while passing through the through hole 122 and then the rotation members 140 Is tightly fitted to the support surface 134 of the vertical plate 130. [

At this time, the operation of tightening the fastening member 150 may be performed by two operators simultaneously in the respective multi-corner tie brackets 100, or one worker may perform the fastening operation of the fastening members 150 And then tightening the fastening member 150 of the other side bracket 100. In this case,

When the fastening members 150 are tightened through the above process, the rotary member 140 provided on each bracket 100 is rotated in a state of being in close contact with the support surface 134 of the vertical plate 130 And tightly fixed to the support surface 134 perpendicular to the axial direction of the tie rod 160.

In this case, since the tightening force by the both side fastening members 150 is always kept parallel to the axial direction of the tie rod 160, the corner portions of the side mold frames 230 can always be connected and fixed in a stable and stable structure.

In addition, since the corners where the two side mold panels 210 meet can always maintain a firm adhering force due to the firm fixing force between the side mold frames 230, when the concrete is inserted into the mold panel 210, A phenomenon that the form panel 210 is pushed out due to the load can be prevented in advance, and the construction quality of the corner structure of the concrete structure can be further improved.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is clearly understood that the same is by way of illustration and example only and is not to be construed as limited to the embodiments set forth herein. Will be possible.

100: Multi-corner tie bracket 110: Fixing plate
120: support plate 122: through hole
130 vertical plate 132 spacing member
140: rotating member 142: through hole
150: fastening member 160: tie rod
210: Formwork panel 230: Formwork frame

Claims (8)

A fixing part fixed to the mold frame 230;
A rotation member 140 coupled to one side of the fixing unit and having a circular pipe shape and having a pair of through holes 142 formed on an outer surface thereof;
A tie rod 160 coupled through a pair of through holes 142 of the rotating member 140 so as to intersect perpendicularly with a central axis of rotation of the rotating member 140;
And a fastening member (150) fastened to the tie rod (160) and tightly supported on an outer surface of the rotary member (140)
The rotation member 140 rotates the pair of through holes 142 in accordance with the angle of change of the tie rod 160 with respect to the mold frame 230 so that the tensile force of the tie rod 160 The multi-corner tie bracket according to claim 1, characterized in that the direction of the acting force and the working surface supporting the force are always perpendicular to each other so that a firm fixing force can be maintained.
The apparatus according to claim 1,
A fixing plate 110 fixed to the mold frame 230;
A support plate 120 coupled to the fixing plate 110 and closely supported on the outer surface of the mold frame 230;
A vertical plate 130 coupled to the support plate 120 and having a support surface 134 on one side thereof for rotatably supporting the rotary member 140;
Wherein the bracket comprises a bracket.
3. The multi-corner tie bracket according to claim 2, wherein the rotary member (140) has a circular outer surface, and the support surface (134) has a curved surface shape corresponding to an outer surface of the rotary member (140) .
delete The multi-corner tie bracket according to claim 2, wherein the support plate (120) is provided with a through hole (122) through which the tie rod (160) passes.
The multi-corner tie bracket according to claim 5, wherein the through hole (122) is elongated in the front-rear direction of the support plate (120) so that the angle of the tie rod (160) can be freely changed.
The multi-corner tie bracket according to claim 6, wherein the pair of vertical plates (130) are coupled to the support plate (120) while being arranged parallel to each other with the through hole (122) therebetween.
The multi-corner tie bracket according to claim 7, wherein a spacing member (132) is provided between the pair of vertical plates (130).

KR1020150052603A 2015-04-14 2015-04-14 Multi corner tie bracket KR101642484B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020150052603A KR101642484B1 (en) 2015-04-14 2015-04-14 Multi corner tie bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020150052603A KR101642484B1 (en) 2015-04-14 2015-04-14 Multi corner tie bracket

Publications (1)

Publication Number Publication Date
KR101642484B1 true KR101642484B1 (en) 2016-07-26

Family

ID=56681019

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020150052603A KR101642484B1 (en) 2015-04-14 2015-04-14 Multi corner tie bracket

Country Status (1)

Country Link
KR (1) KR101642484B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20180110893A (en) * 2017-03-30 2018-10-11 한화테크윈 주식회사 Supporting bracket for security camera
CN110258805A (en) * 2019-06-27 2019-09-20 厦门立格钢构技术有限公司 The adaptive pull rod plate converting system of angle

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200200945Y1 (en) * 2000-05-10 2000-10-16 서용건설주식회사 Form work device of concrete structure
KR200347308Y1 (en) * 2004-01-14 2004-04-13 서보가설산업 주식회사 a support form with a reinforcement materials
JP3650032B2 (en) * 2000-11-16 2005-05-18 乾産業株式会社 Formwork holder
KR20090012087U (en) 2008-05-23 2009-11-26 (주) 에스에프 angle fixing device of out conner of form

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200200945Y1 (en) * 2000-05-10 2000-10-16 서용건설주식회사 Form work device of concrete structure
JP3650032B2 (en) * 2000-11-16 2005-05-18 乾産業株式会社 Formwork holder
KR200347308Y1 (en) * 2004-01-14 2004-04-13 서보가설산업 주식회사 a support form with a reinforcement materials
KR20090012087U (en) 2008-05-23 2009-11-26 (주) 에스에프 angle fixing device of out conner of form

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20180110893A (en) * 2017-03-30 2018-10-11 한화테크윈 주식회사 Supporting bracket for security camera
KR102225621B1 (en) * 2017-03-30 2021-03-12 한화테크윈 주식회사 Supporting bracket for security camera
CN110258805A (en) * 2019-06-27 2019-09-20 厦门立格钢构技术有限公司 The adaptive pull rod plate converting system of angle

Similar Documents

Publication Publication Date Title
KR20180045140A (en) The structure of non-binding dismantling formwork beams and deck plates without the need to secure jobs
KR20130087922A (en) Concrete mold assembly and method of constructing beam by using the same
KR101642484B1 (en) Multi corner tie bracket
JP2017031584A (en) Steel bar support and installation method of steel bar for invert concrete
KR101556232B1 (en) Hybird U-Head Jack with support
KR101152339B1 (en) Fast column formwork
JP2007321499A (en) Reinforcing device of wooden framework house
KR101589042B1 (en) Corner reinforcement structure of reinforced concrete frame structure production
JP3673108B2 (en) Hollow slab void member installation method
KR20190001642A (en) Handling apparatus for paper tube formwork
KR20120049687A (en) Pipe support for construction
KR100637861B1 (en) The horizontal supporter and the construction structure of concrete forms for slab of aptment balcony
KR101108283B1 (en) Supporting apparatus for beam mold and supporting system using the same
JP2010031463A (en) Locking fitting and form supporting structure
KR101171823B1 (en) Slab panel assembly
JP7462101B1 (en) Concrete pouring formwork and formwork installation method
CN110565820A (en) assembled concrete-filled steel tube combined node
JP2011247033A (en) Attachment for single pipe and method of connecting single pipes for column using the same
CN214785065U (en) Laminated wall board
JP4111214B2 (en) How to mount the gate block reinforcing bar to the formwork for manufacturing the coupler assembling jig and the reinforcing bar with the coupler
JP2019044362A (en) Construction method of src beam and formwork support structure of src beam
CN217631294U (en) Reinforcing member of aluminum template supporting system
CN213868415U (en) Assembly type building and longitudinal assembly self-weight support node
KR101429752B1 (en) A support jig of concrete trust anchor module
KR102445486B1 (en) System Support for Concrete Casting of Ceiling Slab Beams

Legal Events

Date Code Title Description
GRNT Written decision to grant