KR20170022733A - Struct connect unit - Google Patents

Struct connect unit Download PDF

Info

Publication number
KR20170022733A
KR20170022733A KR1020150118107A KR20150118107A KR20170022733A KR 20170022733 A KR20170022733 A KR 20170022733A KR 1020150118107 A KR1020150118107 A KR 1020150118107A KR 20150118107 A KR20150118107 A KR 20150118107A KR 20170022733 A KR20170022733 A KR 20170022733A
Authority
KR
South Korea
Prior art keywords
support
present
mold
main support
main
Prior art date
Application number
KR1020150118107A
Other languages
Korean (ko)
Inventor
유홍규
Original Assignee
(주)금강시스템즈스케폴딩
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)금강시스템즈스케폴딩 filed Critical (주)금강시스템즈스케폴딩
Priority to KR1020150118107A priority Critical patent/KR20170022733A/en
Publication of KR20170022733A publication Critical patent/KR20170022733A/en

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
    • 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
    • E04G25/00—Shores or struts; Chocks

Landscapes

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

Abstract

The present invention relates to a mold supporting apparatus, which is capable of minimizing the shake of a mold when concrete is placed in such a manner that a structure e.g. a bridge and a building supports opposite sides of the mold so as to place a slab for making a horizontal plate-shaped portion e.g. a floor and a ceiling, and capable of fixing the mold not to be slipped because the mold is not able to withstand the weight of the concrete to thereby prevent the transformation of the mold of the slab. Thus, the present invention is able to improve safety of a mold when the concrete is placed, and be easily installed in or disassembled from the mold because the structure of the supporting device is made in one body.

Description

STRUCT CONNECT UNIT}

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a structure manufacturing apparatus, and more particularly, to a structure manufacturing apparatus that supports both sides of a mold for placing slabs, such as bridges, Structure connecting unit.

In general, when a slab structure to be installed on a ceiling of a building is formed at a building site, a support for pressing the side of the form, a pedestal for supporting the form and supporting the both supports, And a form support member composed of a reinforcing bar connecting the base in an inclined manner.

However, since all of these form support members are made of mutual nails by using the same wood, there is a problem that the worker has to manufacture them on site in accordance with the installation width and height of the slab.

In addition, since the accuracy of the standard is deteriorated due to the direct manufacturing, the shape of the slab may change, and the concrete may be damaged due to the weight of the concrete.

Therefore, as shown in FIG. 1, the conventional beam support apparatus comprises a support arm 2 fixed to an outer surface of a work 1 forming a beam, a support 3 supporting the support arm 2, An outer pipe 5 having an inner pipe 4 disposed at an upper end thereof and a lower portion of the inner pipe 4 inserted therein to vary a length of the inner pipe 4, a slate 6 supporting the outer pipe 5, And a support body 8 for supporting the lower end support body 7 and the lower end support body 7 against the ground, simultaneously supporting the lower part of the work 1 and the lower part of the work 1. [

The conventional art having such a problem has a problem that the lower portion of the inner pipe 4 sways and flows against the outer pipe 5 due to the clearance space formed between the inner pipe 4 and the outer pipe 5 .

The inner pipe 4 can not firmly fix the back surface of the mold according to the swinging motion from the outer pipe 5, so that the mold can not be properly supported by the load of the concrete being laid.

Further, since the slate 6 is not easily moved according to the change of the interval of the formwork, there is a problem that installation and workability are poor.

Korean Patent Publication No. 10-2010-0119275 (published on November 11, 2010) Korean Registered Utility Model No. 20-0460686 (Registered on May 23, 2012)

SUMMARY OF THE INVENTION Accordingly, the present invention has been made to solve the above-mentioned problems occurring in the prior art, and it is an object of the present invention to provide a structure connecting unit capable of minimizing shaking of a mold when a concrete is laid, have.

It is another object of the present invention to provide a structure connecting unit that can be applied to various heights of a form through a height adjusting unit.

The present invention has been made in view of the above problems, and it is an object of the present invention to provide an apparatus and method for controlling the same.

According to an aspect of the present invention, there is provided a connecting unit for supporting an outer side of a mold installed on an upper part of a horizontal beam, A fixing plate of A main support vertically connected to the fixing plate to support an outer side of the form to the front; A form lower supporting part disposed at a lower front of the main supporting part and bent in the form of the form to be fastened to both lower sides of the form; And a sub support portion provided at a lower portion of the main support portion to reinforce the support strength of the main support portion.

In the present invention, it is preferable to further include a safety wire connection part in the form of a steel pipe, which protrudes in an upper direction of the fixing plate and is provided at the rear of the main support part and is connected to a safety wire.

The apparatus may further include a height adjusting unit connected to the main support unit and moving up and down according to the height of the form to support the upper part of the form.

In the present invention, it is preferable that the height adjuster includes a form upper support protruding from the upper part of the front surface in the form of a shape so as to abut the upper part of the form.

In the present invention, it is preferable to further include a fastening part formed to be bent so as to surround a part of the rear surface of the main support part and fastened to the height adjusting part.

Therefore, according to the structure connecting unit of the present invention, when the concrete is poured, both side walls of the form are firmly supported to improve stability, and the structure of the supporting device is integrally formed, There is an easy effect.

Since the structure connecting unit is made of a metal material and can be detachably assembled by a coupling means such as a bolt-nut or the like, it is highly economical in spite of an increase in initial production cost due to high recyclability, The total construction cost and labor cost can be reduced.

 In addition, the apparatus for constructing a structure of the present invention has a safety wire connection part, so that it is possible for the field workers to recognize whether or not the structure is installed, thereby alerting the support apparatus to fall down.

The effects of the present invention are not limited to those mentioned above, and other solutions not mentioned can be clearly understood by those skilled in the art from the following description.

BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a front view schematically showing a conventional bob plate supporting device. Fig.
2 is a perspective view showing a preferred embodiment of the structure connecting unit according to the present invention.
3 is a perspective view schematically showing a structure connecting unit according to the present invention.
4 is a perspective view schematically showing a second embodiment of the structure connecting unit according to the present invention.
5 is a perspective view showing a preferred embodiment of a second embodiment of the structure connecting unit according to the present invention.

The description of the present invention is merely an example for structural or functional explanation, and the scope of the present invention should not be construed as being limited by the embodiments described in the text. That is, the embodiments are to be construed as being variously embodied and having various forms, so that the scope of the present invention should be understood to include equivalents capable of realizing technical ideas. Also, the purpose or effect of the present invention should not be construed as limiting the scope of the present invention, since it does not mean that a specific embodiment should include all or only such effect.

Meanwhile, the meaning of the terms described in the present application should be understood as follows.

The terms "first "," second ", and the like are intended to distinguish one element from another, and the scope of the right should not be limited by these terms. For example, the first component may be referred to as a second component, and similarly, the second component may also be referred to as a first component.

It is to be understood that when an element is referred to as being "connected" to another element, it may be directly connected to the other element, but there may be other elements in between. On the other hand, when an element is referred to as being "directly connected" to another element, it should be understood that there are no other elements in between. On the other hand, other expressions that describe the relationship between components, such as "between" and "between" or "neighboring to" and "directly adjacent to" should be interpreted as well.

It is to be understood that the singular " include " or "have" are to be construed as including the stated feature, number, step, operation, It is to be understood that the combination is intended to specify that it does not preclude the presence or addition of one or more other features, integers, steps, operations, elements, components, or combinations thereof.

In each step, the identification code (e.g., a, b, c, etc.) is used for convenience of explanation, the identification code does not describe the order of each step, Unless otherwise stated, it may occur differently from the stated order. That is, each step may occur in the same order as described, may be performed substantially concurrently, or may be performed in reverse order.

All terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs, unless otherwise defined. Commonly used predefined terms should be interpreted to be consistent with the meanings in the context of the related art and can not be interpreted as having ideal or overly formal meaning unless explicitly defined in the present application.

Hereinafter, preferred embodiments of the structure connecting unit of the present invention will be described in detail with reference to FIGS. 2 and 3 attached hereto.

FIG. 2 is a perspective view showing a structure connecting unit according to the present invention, and FIG. 3 is a perspective view schematically showing a structure connecting unit according to the present invention.

Referring to FIG. 2, the formwork 100 is used for laying slabs forming a horizontal plate-like portion, for example, a floor, a ceiling, etc., such as bridges and buildings, A bottom panel 110 in the form of a rectangular plate having a length and a unit width corresponding to the width of the plate panel 120, and a side wall panel 120 for forming the height of the plate-like structure.

The floor panel 110 may be constructed of wood or steel, and one side thereof is made of a flat plate to form a flat bottom of the structure.

The side wall panel 120 is a plate member which is coupled to both sides of the floor panel 110 and stands up to face each other to maintain a vertical balance.

The sidewall panel 120 may also be constructed of wood or steel, and one side thereof may be a flat plate to form a planar wall of the structure.

The horizontal beams 200 are horizontally arranged in the lower part of the floor panel 110 to distribute the vertical load received by the floor panels 110.

That is, the horizontal beams 200 are arranged parallel to each other at a predetermined interval in the horizontal direction in the lower part of the floor panel 110 in order to horizontally reinforce the formwork 100, thereby supporting the floor panel 110.

The structure connecting unit 300 coupled to the outside of the side wall panel 120 so as to support the side wall panel 120 of the dies 100 may be constructed in such a manner that the horizontal load applied to the side wall panel 120 And supports the side wall panel 120 so that the side wall panel 120 can be fixed or moved without being moved or deformed.

The structure connecting unit 300 may be installed on both sides of the horizontal beam 200.

3, the structure connecting unit 300 is a connecting unit for supporting the outer side of the formwork installed on the upper portion of the horizontal beam 200. The connecting unit 300 includes a plate- Plate 310; A main support part 320 in the form of a tube, which is vertically connected from the fixing plate 310 and supports the outer side of the formwork to the front side; A form lower support part 330 disposed under the front surface of the main support part 320 and bent in the direction of the form 100 and fastened to both lower sides of the form 100; And a sub support part 340 protruding upward from the fixing plate 310 to reinforce the supporting strength of the main supporting part 320 and provided at the lower part of the rear side of the main supporting part 320.

The structure connecting unit 300 further includes a safety wire connecting part 350 protruding upward from the fixing plate 310 and disposed at the rear of the main supporting part 320 and having a safety wire connected thereto .

More specifically, first, the fixing plate 310 is a plate shape having a size that can be seated on the horizontal beam 200, and a plurality of horizontal beam fixing holes 311 are formed, (Not shown).

The main support part 320 supports the side wall panel 120 so that the side wall panel 120 can be held in place by abutting against the outside of the side wall panel 120. The main support part 320 is provided in the form of a pipe vertically connected from the fixing plate 310.

The main support part 320 can prevent the sidewall panel 120 from widening or shaking outward when the concrete is poured.

The form lower support part 330 is a plate-like member provided in the longitudinal direction of the main support part 320 in the lower part of the front surface of the main support part 320. The upper part of the form support part 330 is bent in the front direction, And a bottom panel fastening hole 331 is formed in the bent portion and is fastened together with the portion where the bottom panel 110 and the side wall panel 120 abut.

That is, the form lower supporting part 330 is inserted into the lower part of the floor panel 110 to support the floor panel 110 and to fasten the structure connecting unit 300 to the formwork 100, And the sidewall panel 120 are in contact with each other.

The sub support portion 340 is formed to have a predetermined size in the longitudinal direction of the main support portion 320 in order to increase the durability of the main support portion 320 and to prevent the side wall panel 120 from being damaged due to the horizontal load. And is vertically connected to the lower portion of the rear side of the main supporting part 320 from the fixing plate 310 to support the lower part of the main supporting part 320. [

A safety wire connection part 350 is provided at the rear of the main support part 320 or behind the sub support part 340.

The safety wire connection part 350 is provided with a safety wire (not shown) that allows the field workers to recognize the installation of the structure, thereby assuring safety against an accident occurring at the time of construction of the structure. And may be configured in the form of a steel pipe which is vertically installed from the main supporting part 320 or the sub supporting part 340. [

4 is a perspective view schematically showing a second embodiment of the structure connecting unit according to the present invention.

The second embodiment of the present invention is a structure in which the height adjusting unit 360 is fastened to the structure connecting unit 300 according to the preferred embodiment of the present invention, and a detailed description of the same elements will be omitted.

According to the second embodiment of the structure connecting unit according to the present invention, the main support part 320 having the same structure as that of the preferred embodiment of the present invention, as shown in FIG. 3, A first connection hole 321 is formed through the front and rear surfaces of the base plate 320.

The height adjustment part 360 is a member that is coupled to the first connection hole 321 of the main support part 320 and moves up and down. The height adjustment part 360 includes at least one second connection hole 361 for coupling to the main support part 320 do.

5, the height adjusting unit 360 includes an upper support portion 362 protruding from the upper portion of the front surface in the direction of the form 100 so as to abut the upper portion of the form 100 as shown in FIG. 5 desirable.

The coupling part 370 is a beam member formed in a shape relatively shorter than the length of the main supporting part 320. The main supporting part 320 and the height adjusting part 360 are connected to each other, And is tightened together with the height adjusting portion 360. The height adjusting portion 360 is formed of a flat plate.

The coupling part 370 is configured to be coupled with the first connection hole 321 and the second connection hole 361 with the third connection hole 371 formed therein.

The fastening means 380 is for fastening the first connection hole 321, the second connection hole 361 and the third connection hole 371 (hereinafter referred to as " connection holes "), But the present invention is not limited thereto, and any structure can be used so as to penetrate through the connection holes 321, 361, and 371 and to fasten them.

In other words, the structure connecting unit 300 according to the second embodiment of the present invention configured as described above is provided with a height adjusting part 300 for adjusting the height of the main supporting part 320 so that it can be used regardless of the height of the side wall panel 120. [ (360).

The lower ends of the floor panels 110 are seated on the upper side of the formwork lower supporting part 330 provided at the lower part of the front of the main supporting part 320 and the side wall panel upper supporting part 362 So that the upper end of the side wall panel 120 can be positioned.

At least one of the second connection holes 361 formed in the height adjustment portion 360 may include a first connection hole 321 formed in the main support portion 320 and the coupling portion 370, The height adjustment part 360, the main support part 320 and the fastening part 370 are fixed so that the length of the main support part 320 can be freely adjusted.

It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit and scope of the present invention as defined by the following claims It can be understood that

100: Formwork 331: Floor panel fastening ball
110: bottom panel 340:
120: side wall panel 350: safety line connection
200: Horizontal beam 360: Height adjuster
300: Structure connecting unit 361: Second connecting hole
310: Fixing plate 362: Formwork top support
311: Horizontal beam fastening hole 370: Fastening part
320: main support portion 371: third connection hole
321: first connection hole 380: fastening means
330: Formwork lower support

Claims (5)

A connecting unit for supporting the outside of a formwork installed on an upper part of a horizontal beam,
A plate-like fixing plate coupled to both sides of the horizontal beam;
A main support vertically connected to the fixing plate to support an outer side of the form to the front;
A form lower supporting part disposed at a lower front of the main supporting part and bent in the form of the form to be fastened to both lower sides of the form; And
And a sub support portion provided below the main support portion to reinforce the support strength of the main support portion
Structure connection unit.
The method according to claim 1,
And a safety line connection portion in the form of a steel pipe protruding in the upper direction of the fixing plate and provided at the rear of the main support portion and connected to the safety line
Structure connection unit.
The method according to claim 1,
And a height adjusting unit connected to the main support unit and moving up and down according to the height of the formwork to support the upper part of the formwork
Structure connection unit.
The method of claim 3,
The height-
And a form upper support protruding from the upper part of the front surface in the form of a shape so as to abut the upper part of the form
Structure connection unit.
The method of claim 3,
And a fastening part formed to be bent to surround a part of a rear surface of the main supporting part and fastened to the height adjusting part
Structure connection unit.
KR1020150118107A 2015-08-21 2015-08-21 Struct connect unit KR20170022733A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020150118107A KR20170022733A (en) 2015-08-21 2015-08-21 Struct connect unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020150118107A KR20170022733A (en) 2015-08-21 2015-08-21 Struct connect unit

Publications (1)

Publication Number Publication Date
KR20170022733A true KR20170022733A (en) 2017-03-02

Family

ID=58426932

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020150118107A KR20170022733A (en) 2015-08-21 2015-08-21 Struct connect unit

Country Status (1)

Country Link
KR (1) KR20170022733A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108457169A (en) * 2018-02-10 2018-08-28 郑州航空工业管理学院 Bridge earthquake resistance damping device
WO2019106032A1 (en) * 2017-11-30 2019-06-06 LÖLFING, Christopher Support device for the construction industry
CN114214951A (en) * 2021-12-22 2022-03-22 张益诚 Formwork for building bridge construction
KR102532462B1 (en) * 2022-06-21 2023-05-17 (주)성지알펙스 Support fixing unit

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100119275A (en) 2009-04-30 2010-11-09 (주)베이스테크 Apparatus for supporting concrete formwork of crossbeam
KR200460686Y1 (en) 2010-02-02 2012-05-31 광용건설(합) Mould support device for formation beam

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100119275A (en) 2009-04-30 2010-11-09 (주)베이스테크 Apparatus for supporting concrete formwork of crossbeam
KR200460686Y1 (en) 2010-02-02 2012-05-31 광용건설(합) Mould support device for formation beam

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019106032A1 (en) * 2017-11-30 2019-06-06 LÖLFING, Christopher Support device for the construction industry
CN108457169A (en) * 2018-02-10 2018-08-28 郑州航空工业管理学院 Bridge earthquake resistance damping device
CN114214951A (en) * 2021-12-22 2022-03-22 张益诚 Formwork for building bridge construction
KR102532462B1 (en) * 2022-06-21 2023-05-17 (주)성지알펙스 Support fixing unit

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
KR102143636B1 (en) An assembly type supporting beam mold using form-panel, and method for constructing this same
JP2019526004A (en) Precast concrete formwork, floor system, and construction method
KR20170022733A (en) Struct connect unit
KR100769999B1 (en) Improved support, self-supported improved support and system form using the same
KR20110128396A (en) Pre-embedded anchor frame equipped with coupler and anchoring method of steel column thereof
KR100891347B1 (en) Supporting structure of slab form
JP4982217B2 (en) Basic structure for equipment
KR100750997B1 (en) The elements for concrete forms of slab crossbeam
KR101105883B1 (en) Basic mat constructing method of high rise concrete structure
JP7250712B2 (en) balcony device
KR20110023039A (en) Supporting assembly for beam mold
KR100655505B1 (en) Structure of a fabricated mold
EP3176349B1 (en) Anti-lifting coupling system
JP6782530B2 (en) Construction structure using support for outer wall members
KR101702957B1 (en) Table form and construction method for slab using the same
US10538906B2 (en) Composite floor joist
US10428522B2 (en) Construction metallic trapezoidal systems
US10260235B1 (en) Construction metallic trapezoidal systems
KR101776783B1 (en) Integrated module block for Building Construction
KR200405440Y1 (en) Panel supporter for concrete slab
KR101189797B1 (en) Slab concrete mold of building
KR101278138B1 (en) External panel fixing structure and its manufacturing method
KR102150222B1 (en) Truss support and formwork using same
KR200209598Y1 (en) A wall mould of the cement concrete building

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E601 Decision to refuse application