KR20170039321A - Frame Unit of Wall and Coupling Beam, and Construction Method for Building Structures Using the Same - Google Patents

Frame Unit of Wall and Coupling Beam, and Construction Method for Building Structures Using the Same Download PDF

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Publication number
KR20170039321A
KR20170039321A KR1020150138283A KR20150138283A KR20170039321A KR 20170039321 A KR20170039321 A KR 20170039321A KR 1020150138283 A KR1020150138283 A KR 1020150138283A KR 20150138283 A KR20150138283 A KR 20150138283A KR 20170039321 A KR20170039321 A KR 20170039321A
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KR
South Korea
Prior art keywords
wall
frame unit
placement
frame
connection beam
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Application number
KR1020150138283A
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Korean (ko)
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KR102012470B1 (en
Inventor
이강민
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충남대학교산학협력단
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Priority to KR1020150138283A priority Critical patent/KR102012470B1/en
Publication of KR20170039321A publication Critical patent/KR20170039321A/en
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Publication of KR102012470B1 publication Critical patent/KR102012470B1/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/383—Connection of concrete parts using adhesive materials, e.g. mortar or glue

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

According to the present invention, a frame unit for a wall and a connection beam comprises: a connection beam receiving part extended to a left and right side, including a first placement space storing a placement material, and forming a frame of a connection beam; and a wall receiving part extended downwards from both sides of the connection beam receiving part, including a second placement space storing a placement material, and forming a frame of a wall. A building structure construction method using the same comprises: (a) a step of placing the frame unit, including the connection beam receiving part extended to the left and right sides, including the first placement space storing the placement material and forming the frame of the connection beam, and the wall receiving part extended downwards from both sides of the connection beam receiving part, including the second placement space storing the placement material, and forming the frame of the wall in a construction area; (c) a step of placing the placement materials in the first and second placement spaces; and (d) a step of curing the placement materials.

Description

Technical Field [0001] The present invention relates to a frame unit of a wall and a connecting beam,

The present invention relates to a frame unit for constructing a wall and a connecting beam, and a method of constructing a building structure using the frame unit. More particularly, the present invention relates to a frame unit for constructing a wall and a connecting beam, .

Generally, in the construction of the building structure, the construction process of the wall forming the periphery of the building structure and the connection beam connecting the walls is essentially performed.

1 is a view showing a process of constructing a conventional wall and a connecting beam.

As shown in FIG. 1, the conventional wall and connection beams are constructed by vertically and horizontally arranging the wall reinforcement 12 in the area 10 corresponding to the wall to be installed, The diagonal reinforcing bars 22 are arranged in the region 20.

Thereafter, a mold is installed around the wall reinforcing bars 12 and the diagonal reinforcing bars 22, and concrete is poured and cured.

Since the conventional wall and connection beam construction process requires a large amount of the wall reinforcing bars 12 and the diagonal reinforcing bars 22, there is a problem in that the construction cost is greatly increased, and the construction difficulty is also high, there is a problem.

Therefore, a method for solving such problems is required.

SUMMARY OF THE INVENTION The present invention has been devised to solve the problems of the prior art described above, and it is an object of the present invention to provide a method of greatly lowering the difficulty of construction of a wall and a connecting beam, and shortening a construction cost and a construction time.

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

In order to accomplish the above object, a frame unit of a wall and a connecting beam according to the present invention includes: a frame unit extending in the left-right direction and having a first installation space in which a pouring material is received, And a second pouring space extending downward from both sides of the connection beam counterpart and receiving the pouring material therein, and a wall corresponding portion forming a frame of the wall.

Further, the first pouring space may be formed in an open top shape, and the second pouring space may be formed in an open shape in the outer side.

Further, the wall-corresponding portion may further include a shielding panel for shielding the opened outer side portion of the second installation space.

A first opening hole through which the poured material flows may be formed at a lower end of the shielding panel.

Also, the shielding panel may be provided with a second opening hole formed above the first opening hole and through which the pouring material flows.

The first and the second installation spaces may be formed to communicate with each other.

A method of constructing a building structure using the same includes a connection beam counterpart extending in the left and right direction and having a first installation space formed therein and forming a frame of the connection beam and extending vertically from both sides of the connection beam counterpart, (A) placing a frame unit including a wall-corresponding portion forming a frame of a wall in a construction area, wherein a second installation space is formed in the first installation space and the second installation space; (C) for casting and (d) for curing the cast material.

And a width of the wall to be installed is formed to be larger than a width of the wall corresponding portion, and between the step (a) and the step (c), a reinforcing bar is disposed outside the wall corresponding portion, In the step (c), the pouring material may be laid up to the reinforcing bar area laid out by the step (b).

In order to solve the above-mentioned problems, the frame unit of the wall and connecting beam of the present invention and the method of constructing the building structure using the frame unit have the following effects.

First, since the reinforcement is omitted in the area where the frame unit is located, there is an advantage that the amount of reinforcing steel used is greatly reduced.

Second, there is an advantage that the diagonal reinforcement ropes used for the conventional connection reinforcement can be omitted.

Third, the difficulty of construction can be greatly reduced and the construction period is also minimized.

Fourth, there is an advantage that the construction cost can be reduced.

Fifth, there is an advantage that the frame unit itself can replace the formwork.

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

1 is a view showing a construction process of a conventional wall and a connecting beam;
2 is a perspective view showing a state of a frame unit according to a first embodiment of the present invention;
3 is a plan view of the frame unit according to the first embodiment of the present invention;
4 is a front view showing a state in which a frame unit is placed in a construction area in a method of constructing a building structure according to a first embodiment of the present invention;
FIG. 5 is a front view of a method of constructing a building structure according to a first embodiment of the present invention, in which a reinforcing bar is arranged outside the wall-corresponding portion of the frame unit; FIG.
FIG. 6 is a front view of a method of constructing a building structure according to a first embodiment of the present invention, in which a placement material is laid and cured in a first placement space and a second placement space of a frame unit;
7 is a front view showing a state in which another frame unit is positioned above the frame unit installed in the construction method according to the first embodiment of the present invention;
8 is a perspective view showing a state of a frame unit according to a second embodiment of the present invention;
9 is a perspective view showing a state of a frame unit according to a third embodiment of the present invention; And
10 is a perspective view showing a state of a frame unit according to a fourth embodiment of the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings. In describing the present embodiment, the same designations and the same reference numerals are used for the same components, and further description thereof will be omitted.

FIG. 2 is a perspective view showing a state of a frame unit 100 according to a first embodiment of the present invention, and FIG. 3 is a plan view of a frame unit 100 according to the first embodiment of the present invention.

As shown in FIGS. 2 and 3, the frame unit 100 according to the first embodiment of the present invention includes a connection beam counterpart 110 and a wall counterpart 120.

The connection beam counterpart 110 is a component for forming a frame in correspondence with a connection beam of a building to be installed, and is formed with a first installation space 111 extending in the left-right direction and receiving the installation material therein.

In this embodiment, the first placement space 111 is formed to have a rectangular cross-section, and the upper portion is opened. However, it is needless to say that the shape of the connection beam counterpart 110 may be variously formed.

In addition, all the materials that can be used as building materials such as concrete and mortar can be applied as the above-mentioned casting materials.

The wall supporting portion 120 is a component for forming a frame in correspondence with a wall of a building to be installed. The wall supporting portion 120 extends downward from both sides of the connecting beam counterpart 110, A pouring space 121 is formed. That is, the wall supporting portions 120 are connected to the connecting beam supporting portion 110 in such a manner that a pair of the wall supporting portions 120 are spaced apart from each other.

Also, in this embodiment, the second installation space 121 is formed to have a rectangular cross-section like the first installation space 111, and the outer side is opened.

In other words, the frame unit 100 according to the present embodiment is formed in such a manner that the peripheries are entirely opened, and the first and second placement spaces 111 and 121 are communicated with each other. The frame unit 100 may be installed in a region corresponding to the connection beam and the wall in the construction process of the building structure.

In the present embodiment, the frame unit 100 is formed of a steel material. However, the present invention is not limited thereto and may be applied to the frame unit 110 as long as the frame unit 100 has sufficient strength.

Hereinafter, the process of constructing the building structure using the frame unit 100 will be described with reference to FIGS.

First, as shown in FIG. 4, a step of positioning the frame unit 100 in a construction area is performed. That is, in this step, the connection beam counterpart 110 is fixed to the area corresponding to the connection beam of the building structure by aligning the wall counterpart 120 with the area corresponding to the wall of the building structure.

At this time, the frame unit 100 may be fixed at a corresponding position using a construction equipment such as a crane.

Next, as shown in Fig. 5, a step of placing a reinforcing bar on the outside of the wall corresponding portion 120 of the frame unit 100 is performed.

This process is performed when the width of the wall of the building structure is larger than the width of the wall corresponding portion 120. The width of the wall corresponding to the width of the wall corresponding portion 120 is subtracted from the width of the entire wall, .

If the wall width of the building structure is formed equal to the width of the wall corresponding portion 120, this step may be omitted.

Next, as shown in Fig. 6, a step of pouring a pouring material into the first pouring space 111 and the second pouring space 121 of the frame unit 100 and curing the pouring step are carried out. In this step, a pouring material is poured into the first and second pouring spaces 111 and 121 to form a wall and a connecting beam, and the pouring material is cured.

In the present embodiment, since the reinforcing bars are disposed outside the wall supporting portion 120, the present step may include the first placing space 111 and the second placing space 121, It is possible to place the casting material. In this case, a mold may be installed around the reinforcing bars and the pouring material may be laid.

Through the above steps, the connection beam and the wall corresponding to one layer of the building structure are formed.

Thereafter, in order to form the connection beam and the wall of the upper layer, the other frame unit 100 is placed on the frame unit 100, which is already installed as shown in FIG. 7, and the above- The entire wall of the structure and the connection beam can be constructed.

Modifications of the frame unit 100 of the present invention will be described below.

8 is a perspective view showing a state of the frame unit 100 according to the second embodiment of the present invention.

In the case of the second embodiment of the present invention shown in FIG. 8, the frame unit 100, the connecting beam counterpart 110, and the wall counterpart 120 of the first embodiment described above are all formed identically.

However, in this embodiment, the wall supporting portion 120 further includes a shielding panel 122 for shielding the opened outside portion of the second installation space 121. A first opening hole 123 through which the poured material flows is formed at the lower end of the shielding panel 122.

The frame unit 100 of this type can be easily used when the width of the wall of the building to be installed is the same as the width of the wall corresponding portion 120.

In other words, when the width of the wall of the building to be installed in the first embodiment is formed to be the same as the width of the wall corresponding portion 120, it is necessary to shield all of the open outside regions of the second placement space 121 In the case of the present embodiment, only the area corresponding to the first opening hole 123 is shielded by a separate form, so that the placement material can be easily installed in the second installation space 121, have.

In addition, even if the width of the wall of the building to be installed is larger than the width of the wall corresponding portion 120, the pouring material can flow through the first opening hole 123, so that the construction is not hindered.

9 is a perspective view showing a state of a frame unit according to a third embodiment of the present invention.

In the case of the third embodiment of the present invention shown in FIG. 9, the frame unit 100, the connecting beam counterpart 110, and the wall counterpart 120 of the second embodiment described above are all formed identically. In other words, the present embodiment also includes a shielding panel 122 on the wall supporting part 120, and a first opening hole 123 is formed on the lower end of the shielding panel 122.

However, in the present embodiment, the shielding panel 122 is further formed with a second opening hole 124 formed above the first opening hole 123 and through which a pouring material flows.

That is, the present embodiment is intended to further increase the flow amount of the poured material through the second opening hole 124 as compared with the second embodiment described above.

In addition, only one of the second opening holes 124 may be formed, or a plurality of the second opening holes 124 may be formed.

10 is a perspective view showing a state of a frame unit according to a fourth embodiment of the present invention.

10 differs from the above-described second and third embodiments in that the shielding panel 122 is formed so as to completely shield the open outside of the wall corresponding portion 120 .

That is, the present embodiment is advantageous in that it can be used only when the width of the wall of the building to be constructed is the same as the width of the wall corresponding portion 120, and it is advantageous in that a separate formwork is not required in the construction process.

It will be apparent to those skilled in the art that the present invention can be embodied in other specific forms without departing from the spirit or scope of the invention as defined in the appended claims. It is obvious to them. Therefore, the above-described embodiments are to be considered as illustrative rather than restrictive, and the present invention is not limited to the above description, but may be modified within the scope of the appended claims and equivalents thereof.

100: frame unit 110: connection beam counterpart
111: first installation space 120:
121: second installation space 122: shield panel
123: first opening hole 124: second opening hole

Claims (8)

A connecting beam counterpart extending in the left and right direction and having a first mounting space formed therein for receiving a placement material therein and forming a frame of the connection beam; And
A wall corresponding portion forming a frame of the wall, a second pouring space extending downward from both sides of the connecting beam counterpart and receiving the pouring material therein;
. The method according to claim 1,
Wherein the first pouring space is formed in the shape of an open top, and the second pouring space is formed in the shape of an opening in the outer side. 3. The method of claim 2,
The wall-
And a shielding panel that shields the opened outer side portion of the second pour space. The method of claim 3,
At the lower end of the shielding panel,
A frame unit having a first opening hole through which a casting material flows. The method of claim 3,
In the shielding panel,
And a second opening hole formed above the first opening hole and through which the pouring material flows. The method according to claim 1,
And the first and second placement spaces are communicated with each other. A connection beam counterpart extending in the left and right direction and having a first installation space formed therein and forming a frame of the connection beam, and a second installation space extending in the vertical direction on both sides of the connection beam counterpart, (A) placing a frame unit including a wall counterpart that forms a frame of the wall in a construction area;
(C) placing a placement material in the first and second placement spaces; And
(D) curing the placement material;
The method comprising the steps of: 8. The method of claim 7,
The width of the wall to be installed is formed to be larger than the width of the wall corresponding portion,
Between the step (a) and the step (c)
(B) of reinforcing a reinforcing bar to the outside of the wall-corresponding portion,
The step (c)
And the pouring material is poured into the reinforcing steel zone laid up by the step (b).
KR1020150138283A 2015-10-01 2015-10-01 Frame Unit of Wall and Coupling Beam, and Construction Method for Building Structures Using the Same KR102012470B1 (en)

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Application Number Priority Date Filing Date Title
KR1020150138283A KR102012470B1 (en) 2015-10-01 2015-10-01 Frame Unit of Wall and Coupling Beam, and Construction Method for Building Structures Using the Same

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Application Number Priority Date Filing Date Title
KR1020150138283A KR102012470B1 (en) 2015-10-01 2015-10-01 Frame Unit of Wall and Coupling Beam, and Construction Method for Building Structures Using the Same

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KR20170039321A true KR20170039321A (en) 2017-04-11
KR102012470B1 KR102012470B1 (en) 2019-08-20

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110056091A (en) * 2019-03-09 2019-07-26 中铁建设集团有限公司 A kind of steel bar template integrated wall and coupling beam splicing connecting structure and installation method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102398242B1 (en) * 2021-04-08 2022-05-17 (주)에이톰엔지니어링 Formwork integrated door frame construction method and device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2727788B2 (en) * 1991-04-15 1998-03-18 株式会社大林組 PC beam formwork
JP2000226888A (en) * 1999-02-04 2000-08-15 Taisei Corp Joint part structure of concrete filled steel pipe column and beam
KR20020082066A (en) * 2001-04-23 2002-10-30 박정규 Mold

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2727788B2 (en) * 1991-04-15 1998-03-18 株式会社大林組 PC beam formwork
JP2000226888A (en) * 1999-02-04 2000-08-15 Taisei Corp Joint part structure of concrete filled steel pipe column and beam
KR20020082066A (en) * 2001-04-23 2002-10-30 박정규 Mold

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110056091A (en) * 2019-03-09 2019-07-26 中铁建设集团有限公司 A kind of steel bar template integrated wall and coupling beam splicing connecting structure and installation method

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