KR101800107B1 - Beam form with work platform - Google Patents

Beam form with work platform Download PDF

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Publication number
KR101800107B1
KR101800107B1 KR1020160008382A KR20160008382A KR101800107B1 KR 101800107 B1 KR101800107 B1 KR 101800107B1 KR 1020160008382 A KR1020160008382 A KR 1020160008382A KR 20160008382 A KR20160008382 A KR 20160008382A KR 101800107 B1 KR101800107 B1 KR 101800107B1
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KR
South Korea
Prior art keywords
side plate
plate
horizontal
vertical portion
pedestal
Prior art date
Application number
KR1020160008382A
Other languages
Korean (ko)
Other versions
KR20170088241A (en
Inventor
이정환
Original Assignee
삼목에스폼 주식회사
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Priority to KR1020160008382A priority Critical patent/KR101800107B1/en
Publication of KR20170088241A publication Critical patent/KR20170088241A/en
Application granted granted Critical
Publication of KR101800107B1 publication Critical patent/KR101800107B1/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
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/08—Scaffold boards or planks

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

Abstract

The present invention relates to a concrete structure for construction of a building, and in particular, in constructing a concrete structure without a slab between adjacent beams and beams, an operator can freely move between the two side molds and easily perform the formwork construction The present invention provides a bracket provided with a foot rest. The bracket provided with the footrest according to the present invention comprises: a lower plate forming a lower surface of the beam; A side plate vertically installed to be connected to a side of the bottom plate to form both side surfaces of the beam; And a pedestal mount coupled to an upper end of the side plate to receive the pedestal.

Description

[0001] The present invention relates to a beam form with work platform,

More particularly, the present invention relates to a concrete structure for slab-free concrete structure between neighboring beams and beams, which allows an operator to freely move between two side molds and facilitate mold construction The present invention relates to a bracket provided with a foot rest.

Generally, the frame of a building is made up of a column, a floor or a slab, and a beam. Therefore, in order to construct the reinforced concrete building, the floor, the wall and the form to form the beam are installed, and the concrete is poured into the built form to cure. At this time, when the concrete is poured into the formwork, the pressure of the concrete is high, so the form must be firmly supported to maintain the form.

Particularly, in the case of forming a beam, a structure for supporting a die that forms the beam is limited in a position formed on the upper part. The conventional beam forming apparatus includes a plurality of supports arranged at a predetermined height and a predetermined interval, A plurality of supports fixed at upper portions of the supports, a lower plate provided across the upper portion of the support to form a lower surface of the support, and vertically connected to the side of the lower plate to form both sides of the support And a support member which is fixed to the support and supports the side plate, so that the concrete pressure can be effectively supported when the concrete is cured. In this case, the reinforcement work inside the preformed concrete formwork is performed by using the system scaffold installed with the work footing.

On the other hand, in the case of a building in which some low-rise sections such as a hotel lobby are opened at an upper part, slabs may be installed only in a section adjacent to the wall, and slabs may not be installed in sections opened upward.

In the case of a building in which some low-rise sections are open at the upper part, it is possible to construct beams and slabs by installing beams at adjacent sections of the wall where the deck plates are installed. However, I do not.

In other words, at the time of both sides of the open section where the conventional slab is not laid, the structure connecting the side beams is not separately provided. Therefore, it is impossible for the operator to freely move between the side beams, There has been a lot of troubles in which the construction work has to be carried out by alternately moving the workpiece between the two side molds by using a separate system scaffold provided with the workpiece. Therefore, there is a problem that the workability due to the work formwork is lowered and the construction period is also long.

Patent Publication No. 2011-0111086 (October 10, 2011)

The present invention aims at providing a smooth moving space in which an operator can move freely between two side molds during the construction of both sides of the open section where the slab is not laid, thereby improving the workability of the beam, And to provide a bracket provided with a foot rest so that the foot rest can be shortened.

According to an aspect of the present invention, there is provided a bracket provided with a foot rest, including: a lower plate for forming a lower surface of a beam; A side plate connected to both sides of the bottom plate to form both side surfaces of the beam; And a pedestal mount coupled to an upper end of the side plate and to which the pedestal is mounted.

The pedestal mount includes a horizontal part that is in contact with the upper surface of the side plate, a vertical part that is perpendicular to the horizontal part, and a mounting part that is formed on the vertical part and on which the operation pedestal is mounted Lt; / RTI >

At this time, the vertical portion may form a form surface for forming both side surfaces of the beam together with the side plate.

According to the present invention, it is possible to provide a scaffold for mounting a scaffold on the upper side of a side plate of the scaffold, It is possible to install the work scaffolding between the adjacent work formworks during the work, so that the worker can move freely between neighboring work formworks through the work scaffold and perform construction work, There is an effect that can be easily performed.

Also, since the footrests attached to the upper side of the side plate of the beam formers can form a form surface for side formation of the beam together with the side plates, they can simultaneously fulfill both the function of mounting the footrest and the formwork function for the construction of the beam There is an effect that can be made.

In addition, it is possible to easily perform the slab and beam construction work without using a separate system scaffold as in the conventional method when the slab is laid in the slab-free slab area. As a result, The period can also be shortened.

In addition, since the use of system scaffolding is excluded, it is possible to secure a passage space where workers can freely pass through in the lower space of the formwork, thereby allowing smooth construction work without interrupting the traffic and reducing construction costs due to the use of system scaffolding exclusion Can be obtained.

In addition, since it is possible for the worker to move freely between the two side molds through the operation pedestal installed between the two side molds, the worker can perform the construction work after the completion of the construction of one side mold as in the conventional case. It is possible to eliminate the hassle of having to move and construct the other formwork.

1 is a perspective view showing a bracket provided with a footrest according to an embodiment of the present invention;
Fig. 2 is a front view of the view of Fig. 1 viewed from the front; Fig.
3 is a detailed view showing a detailed structure of a footrest according to the present invention;
FIG. 4 is a view showing a state in which the operation pedestal is mounted through a pedestal mount between neighboring support posts. FIG.

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

1 to 4, a bracket 100 according to an exemplary embodiment of the present invention includes a plurality of supports 110 installed at a predetermined height and a predetermined interval, A lower plate 130 installed across the upper portion of the support member 120 to form a lower surface of the beam and a plurality of vertical supports 130 connected vertically to both sides of the lower plate 130, A support 150 for supporting the side plate 140 and a pedestal mount 160 coupled to an upper end of the side plate 140 and to which the operation pedestal 200 is mounted, .

The lower plate 130 is composed of two mutually separable plates, that is, a left lower plate 132 and a right lower plate 134.

The side plates 140 are vertically disposed on the left and right lower plates 132 and 134, respectively.

In addition, a reinforcing bar 145 for reinforcing the side plate 140 is installed on the outer side surface of the side plate 140 in parallel.

At this time, the upper side of the reinforcing bar 145 is fastened and fixed to the upper end of the side plate 140, and the lower side is fastened and fixed to the upper face of the receiving member 120.

On the other hand, the support 150 is hinged to the upper side of the supporter 145 and the lower end is hinged to the upper surface of the support member 120.

In this case, the supporting body 150 can be stretched and contracted by a predetermined width in the longitudinal direction thereof, so that the length of the supporting body 150 can be adjusted.

A horizontal member 170 is disposed between the lower end of the reinforcing bar 145 and the lower end of the supporting member 150 and fastened to the upper surface of the supporting member 120.

At this time, the horizontal member 170 is freely movable in the horizontal direction along the upper surface of the support member 120 and is configured to be fastened.

The support member 150 and the lower end of the reinforcing bar 145 are also freely movable in the horizontal direction so as to be fastened on the support member 120.

The horizontal member 170 positioned on the left and right sides of the lower plate 130 and the lower ends of the support 150 and the reinforcing strip 145 are moved in the horizontal direction so that the gap between the left and right lower plates 132 and 134 can be adjusted .

On the other hand, at the upper end of both side plates 140, a pedestal holder 160 is provided so that the pedestal 200 can be easily mounted when necessary.

Conventionally, in the case of constructing a building in which some low-rise sections are opened to the upper part such as a hotel lobby, the slab is installed only in a section adjacent to the wall and is not laid in the upper open area. However, since it is difficult to access the beam formwork in the open area where the slab is not laid, it is difficult to carry out the beam forming work, It is necessary to approach the beam form by using a separate system scaffold and to perform the beam construction work. In particular, when the gap between the adjacent beam and beam is wide, there is a great inconvenience that the operator must transfer the system scaffold to the other one of the support spaces after finishing one beam construction work through the system scaffolding,

In order to solve this inconvenience, the foot plate 100 of the present invention is provided with a foot rest 160 capable of resting the foot rest 200 on the upper side of the side plate 140 of the foot rest 100, The worker can move freely between neighboring formworks 100 through the work foot plate 200 interposed between the neighboring form workpieces 100 to easily carry out the work of laying and slabs.

2 and 3, the pedestal holder 160 of the present invention is in contact with the upper surface of the side plate 140 of the bracket 100, A vertical part 164 connected to the horizontal part 162 in a direction perpendicular to the horizontal part 162 and a mounting part 166 connected to the vertical part 164 and to which the operation footrest 200 is mounted .

The horizontal portion 162 has a shape symmetrical with the upper surface of the side plate 140 and is detachably coupled using bolts and nuts while being in contact with the upper surface of the side plate 140.

The vertical portion 164 is formed in a bent shape from one side of the horizontal portion 162 to a vertically upward direction.

The inner surface of the vertical portion 164 is disposed on the same plane as the inner surface of the side plate 140 so that the inner surface of the vertical portion 164 is coupled to the inner surface of the side plate 140, Thereby forming a mold surface for forming both side surfaces.

The mounting portion 166 on which the operation pedestal 200 is mounted has a circular cross-sectional shape and is integrally formed on the upper side of the vertical portion 164.

At this time, the mounting portion 166 is disposed at a position shifted by a predetermined width in the outward direction from the upper portion of the vertical portion 164 so as not to hinder the formation of the form by the vertical portion 164.

The mounting collar 210 provided at both ends of the operation pedestal 200 is hooked to the mounting portion 166.

Since the operation pedestal 200 mounted on the pedestal 166 uses a standardized pedestal installed on the existing scaffolding system, it is not necessary to separately manufacture the pedestal pedestal 200, (166).

In this way, the footrest mount 160 can be installed on the upper side of the side plate 140 of the beam forming mold 100 so that the neighboring beams The operator can mount the operation pedestal 200 on the pedestal platform 160 between the formworks 100 and freely move between the neighboring formworks 100 through the operation pedestal 200 Beam and slab construction work can be carried out easily and quickly.

Since the pedestal mount 160 coupled to the upper end of the side plate 140 together with the side plate 140 forms a work surface for forming the side surface of the beam, It is possible to simultaneously satisfy the form function for the construction of the building.

In addition, it is possible to easily carry out the slab and beam construction work without using a separate system scaffold as in the prior art when the slab is not laid, Can be shortened.

In addition, since the use of system scaffolding is excluded, it is possible to secure a passage space where workers can freely pass through in the lower space of the formwork, thereby allowing smooth construction work without interrupting the traffic and reducing construction costs due to the use of system scaffolding exclusion Can be obtained.

In addition, since it is possible for the worker to move freely between the two side molds through the operation pedestal installed between the two side molds, the worker can perform the construction work after the completion of the construction of one side mold as in the conventional case. It is possible to reduce the hassle of having to move the other side of the building.

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: Support Form 110: Support
120: support member 130:
132, 134: left and right lower plate 140: side plate
145: Reinforcing bar 150: Support
160: footrest 162: horizontal part
164: vertical portion 166:
200: Operation stool 210: Mounting ring

Claims (3)

A left and a right lower plate installed across the upper portions of a plurality of support members provided at predetermined intervals on upper portions of the supports and being separable from each other, A lower plate forming a lower surface of the lower plate;
A side plate connected to the left and right bottom plates vertically to form both side surfaces of the beam;
A reinforcing plate disposed on the outer side of the side plate and fastened and fixed to the upper surface of the receiving member such that the upper end is fastened to the side plate and the lower end is movable in the horizontal direction;
A supporting body hinged to an upper surface of the supporting member such that an upper end thereof is hinged to an upper side of the reinforcing bar and a lower end thereof is movable in a horizontal direction,
A horizontal member disposed between the lower end of the reinforcing bar and the lower end of the support to horizontally move along the upper surface of the support member and to be fastened;
And a footrest mount coupled to an upper end of the side plate and to which a footrest is mounted,
The footrest (1)
A horizontal part detachably coupled to the upper surface of the side plate through a bolt;
A vertical portion formed to be bent from one side of the horizontal portion to a vertically upward direction and having an inner surface disposed on the same plane as the inner side surface of the side plate and forming a form surface for forming both side surfaces of the beam together with the side plate, Wow;
A vertical cross-sectional shape that is integrally formed on an upper side of the vertical portion so as to be disposed on a position shifted by a predetermined width from an upper portion of the vertical portion to a lateral portion of the vertical portion, Wherein the horizontal portion, the vertical portion, and the mounting portion are integrally formed in the form of a single structure.

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KR1020160008382A 2016-01-22 2016-01-22 Beam form with work platform KR101800107B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020160008382A KR101800107B1 (en) 2016-01-22 2016-01-22 Beam form with work platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020160008382A KR101800107B1 (en) 2016-01-22 2016-01-22 Beam form with work platform

Publications (2)

Publication Number Publication Date
KR20170088241A KR20170088241A (en) 2017-08-01
KR101800107B1 true KR101800107B1 (en) 2017-11-21

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KR1020160008382A KR101800107B1 (en) 2016-01-22 2016-01-22 Beam form with work platform

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200381397Y1 (en) * 2005-01-27 2005-04-11 용덕재 Foot plate safety guardrail device of mold
JP2005256291A (en) * 2004-03-09 2005-09-22 Taiga Kogyo Kk Temporary scaffold for placing concrete for underground beam

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005256291A (en) * 2004-03-09 2005-09-22 Taiga Kogyo Kk Temporary scaffold for placing concrete for underground beam
KR200381397Y1 (en) * 2005-01-27 2005-04-11 용덕재 Foot plate safety guardrail device of mold

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Publication number Publication date
KR20170088241A (en) 2017-08-01

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