KR101553345B1 - Method for constructing junction between the double wall Precast Concrete panels and the junction structure - Google Patents

Method for constructing junction between the double wall Precast Concrete panels and the junction structure Download PDF

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Publication number
KR101553345B1
KR101553345B1 KR1020150073866A KR20150073866A KR101553345B1 KR 101553345 B1 KR101553345 B1 KR 101553345B1 KR 1020150073866 A KR1020150073866 A KR 1020150073866A KR 20150073866 A KR20150073866 A KR 20150073866A KR 101553345 B1 KR101553345 B1 KR 101553345B1
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KR
South Korea
Prior art keywords
double wall
reinforcing bars
pcs
vertical reinforcing
horizontal
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KR1020150073866A
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Korean (ko)
Inventor
최명식
김익배
이진섭
정기롱
Original Assignee
삼표피앤씨 주식회사
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Priority to KR1020150073866A priority Critical patent/KR101553345B1/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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/001—Corner fastening or connecting means for forming or stiffening elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
    • E04G17/0755—Tying means, the tensional elements of which are fastened or tensioned by other means the element consisting of several parts
    • E04G17/0758—Tying means, the tensional elements of which are fastened or tensioned by other means the element consisting of several parts remaining completely or partially embedded in the cast material

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The present invention relates to a construction method for connecting double wall precast concrete panels and a connection structure thereof. The method comprises the following steps: manufacturing a plurality of double wall precast concrete panels which form a separated space wherein a first double wall precast concrete panel and a second double wall precast concrete panel are coupled by a reinforcing member for concrete to be deposited; arranging the double wall precast concrete panels in a horizontal direction; inserting a connection unit into the separated space while dropping the connection unit from an upper portion to a lower portion of the neighboring double wall precast concrete panels; and connecting the neighboring double wall precast concrete panels by depositing concrete into the separated space of the neighboring double wall precast concrete panels.

Description

TECHNICAL FIELD [0001] The present invention relates to a method for constructing a double wall PC,

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of joining double wall panels and a joining structure therefor, and more particularly, to a joining method of double wall panels capable of joining double wall panels, And a bonding structure therefor.

Generally, in order to form a ceiling, a bottom surface, a wall surface, and a column in the construction of an apartment, a mall, a house, a building, and the like, a reinforcing bar is used to form a mold, The reinforced concrete frame is formed by pouring concrete inside.

 However, in the above-described construction method, all the processes such as the step of assembling the reinforcing bars to each other by the binding line, the step of installing and removing the formwork, and the supporting and supporting of the supporting slabs are performed at the construction site, And work time. In addition, there is a problem that the construction period is prolonged due to the work schedule because the concrete held until the cured concrete is cured with sufficient strength. There is also a problem that there is a lot of troubles in the disassembly of slab, support and wall formwork, and there is a risk of safety accident.

Particularly, in the process of installing and removing the formwork, a large number of form panels are broken and must be repaired or dismantled. Therefore, not only is the material loss large, but also it takes a lot of time such as the laying process, A carpenter who installs and dismantles a steelwork, a formwork, and a skilled artisan.

Korean Patent Publication No. 10-2001-0088278

It is an object of the present invention to provide a joining construction method of double wall PCs capable of joining double wall PCs arranged continuously in the horizontal direction for constructing a structure and a joining structure therefor.

According to the present invention, there is provided a method of manufacturing a double wall PC, comprising: constructing a plurality of double wall PCs, each of which forms a spaced space in which a first wall PC and a second wall PC are joined by a reinforcing member, Arranging a plurality of the double wall PCs in a horizontal direction; Inserting the connecting and connecting unit into the spaced apart space while lowering the upper and lower portions of the neighboring double wall pockets; And placing the concrete in a spaced-apart space of neighboring double wall PCs to join neighboring double wall PCs. In the step of inserting the connecting joint unit, Of the double wall PC and the spacing space of one of the double wall PC's and the other double wall wall PC's at the same time, To provide a method of joining double wall PC's to which neighboring double wall PC's are bonded.

According to another aspect of the present invention, there is provided a method of manufacturing a concrete structure, in which a first wall PC and a second wall PC are spaced apart from each other by a predetermined interval so as to form a space in which concrete can be installed, A plurality of double wall PCs formed by being coupled by a reinforcing member; And when the plurality of double wall PCs are arranged in the horizontal direction, the double wall PCs are connected to the double wall PC's at the same time so as to connect neighboring double wall PCs, And a joint structure of the double wall PCs to which the adjacent double wall PCs are joined while the concrete laid in the spacing space of the double wall PCs is adhered to the connecting joint unit and neighboring double wall PCs do.

The method for joining double wall PCs according to the present invention and the joining structure therefor have the following effects.

First, since the connecting joint unit is simultaneously inserted into the spacing space of one of the neighboring double wall PCs and the spacing space of the other double wall PC, it is possible to provide a fixing force An effect of further improvement can be expected.

Particularly, even when the adjacent double wall PCs are arranged side by side on the same line or arranged orthogonally, the connecting and connecting unit is inserted so as to be simultaneously positioned in the spaced apart spaces of the neighboring double wall PCs, can do.

Second, because the connection joint unit is manufactured in advance and transferred to the construction site, it is possible to insert the connection joint unit downward from the upper side of the double wall PCs without requiring the operator to enter the spacing space of the double wall PCs at the construction site It has the effect of shortening the air.

Third, since the connecting joint unit further includes the tightening member, when the fastening member tightens the first wall PCs and the second wall PCs by the double wall PCs, when the concrete is poured into the spacing spaces of the double wall PCs, And the second month PCs.

1 is a cross-sectional view illustrating a double wall PC connection structure according to an embodiment of the present invention.
2 is a perspective view showing a connection and connection unit used in the bonding structure of the double wall PC according to FIG.
3 is a cross-sectional view illustrating a bonding structure according to another embodiment of the present invention.
4 is a perspective view illustrating a connection and connection unit used in the connection structure of the double wall PC according to FIG.
5 is a cross-sectional view illustrating a bonding structure according to another embodiment of the present invention.
6 is a perspective view illustrating a connection and connection unit used in the connection structure of the double wall PC according to FIG.
Fig. 7 is a sectional view showing the bonding structure of the double wall PCs arranged in the vertical direction.
8 is a block diagram illustrating a method of joining double wall PCs according to one embodiment of the present invention and another embodiment.
9 is a block diagram illustrating a method of joining double wall PCs according to another embodiment of the present invention.

FIGS. 1 to 9 illustrate a joining structure and a joining construction method of double wall PCs according to the present invention.

First, referring to FIGS. 1 and 2, a double wall PC connection structure according to an embodiment of the present invention includes a double wall PC 100 and a connection and connection unit 200. A plurality of the double wallpapers 100 are provided and arranged in a horizontal direction. In the present embodiment, when the double wallpapers 100 are arranged in the horizontal direction, the neighboring double wallpapers 100 are arranged on the same virtual line. Each of the double wall PCs 100 includes a first month PC 110, a second month PC 130, and a reinforcing member 150.

The first and second month PCs 110 and 130 are separated from each other by a predetermined interval to form a spaced space in which the concrete is poured. As described later, the reinforcing member 150 is inserted into the first and second month glass plates 110 and 130 so that when the concrete is poured into the spacing space, the reinforcement member 150 is bonded to the concrete, And reinforces the strength of the double wall PC 100 while improving the fixing force of the first wall PC 100 and the second wall PC 130.

Each of the first month PC 110 and the second month PC 130 includes a first wire mesh 113 and a second wire mesh 131 therein. The reinforcing member 150 includes a lower wire mesh 151, an upper wire mesh 153, and a lattice bar 155. The lower wire mesh 151 and the upper wire mesh 153 are separated from each other by a predetermined interval and the lattice bar 155 is disposed between the lower wire mesh 151 and the upper wire mesh 153, And is connected to the lower wire mesh 151 and the upper wire mesh 153.

One of the lower wire mesh 151 and the upper wire mesh 153 of the reinforcing member 150 is inserted into any one of the first month PC 110 and the second month PC 130, Another one of the lower wire mesh 151 and the upper wire mesh 153 is inserted into the other one of the first and second month PCs 110 and 130. That is, the first and second month glass plates 110 and 130 are spaced apart from each other by the reinforcing member 150.

A plurality of the double wall PCs 200 as described above are provided and arranged in a horizontal direction according to the shape of the structure to be installed by the double wall PCs 100. First, in the present embodiment, as shown in FIG. 1, neighboring double wall PCs 100 are arranged side by side on the same line, that is, neighboring double wall PCs 100 are arranged at an angle of 180 degrees .

The connection joint unit 200 is connected to a space of the double wall PC 100-1 of one of the neighboring double wall PCs 100 and a space of the other double wall PC 100-2 So that they are simultaneously positioned. When the concrete is poured into the spaced apart spaces of the double wall PCs 100, the concrete is inserted into the double walled PC 100-1 and the double walled PCs 100-1, . Accordingly, not only the adjacent double wallets 100 are bonded by the concrete but also the bonding and fixing force of the adjacent double wallets 100 is further improved by the connecting and joining unit 200 bonded to the concrete .

The connection joint unit 200 includes first vertical bars 210, first horizontal bars 230, and horizontal reinforcement members 250. The first vertical reinforcing bars 210 are formed to have a length corresponding to the height of the double wall PC 100 and are spaced apart from each other by a predetermined distance in the horizontal direction and spaced apart from each other in the vertical direction. In the present embodiment, as shown in FIG. 2, the four first vertical reinforcing bars 210 are spaced apart from each other in a horizontal direction and a vertical direction in a rectangular shape. However, since the number of the first vertical reinforcing bars 210 is four, the number of the first vertical reinforcing bars 210 can be variously adjusted.

The first horizontal reinforcing bars 230 are spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars 210. Each of the first horizontal reinforcing bars 230 is bent concavely, and is formed by being bent in a " C "shape as shown in Figs. Each of the first horizontal reinforcing bars 230 surrounds the first vertical reinforcing bars 210 arranged in the transverse direction or the first vertical reinforcing bars 210 arranged in the vertical direction, ).

2, one of the first horizontal reinforcing bars 230 surrounds and fixes the first vertical reinforcing bars 210 arranged in the longitudinal direction, Is fixed to the first vertical reinforcing bars 210 by welding. The first horizontal reinforcing bars 230 are disposed to be spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars 210.

Like the first horizontal reinforcing bars 230, the horizontal reinforcing members 250 are spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars 210. The horizontal reinforcement member 250 may be disposed in a direction in which the first horizontal reinforcing bars 230 surround and fix the first vertical reinforcing bars 210 among the horizontal and vertical directions in which the first vertical reinforcing bars 210 are disposed, And are fixed to the first vertical reinforcing bars 210.

1 and 2, the first horizontal reinforcing bar 230 is fixed around the first vertical reinforcing bars 210 arranged in the longitudinal direction, so that the horizontal reinforcing member 250 is fixed to the first vertical reinforcing bars 210, Are fixed to the first vertical reinforcing bars 210 spaced from each other in the transverse direction by welding or the like.

The horizontal reinforcing member 250 includes a long reinforcing rod 251 (hereinafter referred to as a first reinforcing rod), and the first reinforcing rods 251 are connected to the first reinforcing rods 251 at both ends thereof. A head portion 253 having a cross-section larger than the cross-sectional size is formed. The length of the first reinforcing bars 251 corresponds to the spacing of the first reinforcing bars 210 in the transverse direction. The head 253 of the horizontal reinforcement member 250 not only increases the contact area with the concrete to be laid but also increases the contact area between the horizontal reinforcement member 250 and the horizontal reinforcement member 250, It is possible to prevent the first vertical reinforcement 210 from being detached. Meanwhile, the horizontal reinforcement member 250 is not limited to the bar reinforcement 251 and the head 253, but may be applied to a general deformed bar, a wire mesh, or the like.

The connecting joint unit 200 including the first vertical reinforcing bars 210, the first horizontal reinforcing bars 230 and the horizontal reinforcing members 250 may be manufactured in a modular form and supplied to the construction site The operator inserts the first vertical reinforcing bars 210, the first horizontal reinforcing bars 230 and the horizontal reinforcing members 250 in the spacing space of the double wall PCs 100 at the construction site It is not necessary to fabricate the connection joint unit 200 and it is possible to insert the double junction pipe 100 into the spaced apart spaces of the double wall pipes 100 by simply lowering the double wall pipes 100 from the upper side to the lower side, The construction period of the structure using the above-mentioned structures is shortened.

On the other hand, a shielding member 10 is provided between adjacent double wall PCs 100. The shielding member 10 is provided to be sandwiched between the first month PCs 110 of the adjacent double wall PCs 100 and the spaced gap between the second month PCs 130. [ When the concrete is poured into the spaced apart spaces of the double wall PCs 100 after the connecting and connecting unit 200 is inserted into the adjacent double wallets 110, Prevent concrete from escaping.

3 and 4 illustrate a double wall PC connection structure according to another embodiment of the present invention. The double-wall PC connection structure according to another embodiment of the present invention includes the same structures as the double wall PC connection structure according to the embodiment described above, and therefore, the same reference numerals are used and the description is omitted. In the double wall PC connection structure according to the present embodiment, as shown in FIGS. 3 and 4, The connection and connection unit 200 'further includes a tightening member 260.

The fastening members 260 are spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars 210 so that the double wallpapers 100 can pass through between the neighboring double wallets 100. [ Are arranged in a direction intersecting with the direction in which they are arranged. 3 and 4, the fastening member 260 may be disposed at the center of the length of the horizontal reinforcing member 250, but is not limited thereto. The fastening member 260 may be fixed to the horizontal reinforcing member 250 by welding or the like.

The tightening member 260 includes a reinforcing bar 261 (hereinafter referred to as a second reinforcing bar), fastening nuts 263 and 265, and a bonding plate 267. The second reinforcing bar 261 is elongated in a direction in which the first and second month glass plates 110 and 130 are spaced apart from each other and a screw portion 261a is formed on both sides of the second reinforcing bar 261 by a predetermined length.

The fastening nuts 263 and 265 are respectively fastened to the threaded portions 261a formed on both sides of the second reinforcing bar 261. [ The fastening nuts 263 and 265 fastened to the second reinforcing bars 261 are inserted into the fastening members 260 when the fastening members 260 are positioned between the double wallets 100, The double wall PCs 100 are fastened to the threaded portion 261a at the outside of the second wall PC 130 and at the outside of the second wall PC 130 so that the spacing space of the double wall PCs 100 is not opened. Meanwhile, the fastening nuts 263 and 265 may be applied to members such as a circular, angular steel plate, and anchors.

On the other hand, before the fastening nuts 263 and 265 are fastened to both sides of the second reinforcing bar 261, the bonding plate 267 is formed on the outside of the double wall PCs 100-1 and 100-2 And are disposed in close contact with each other. The second reinforcing bar 261 passes through the bonding plate 267 and the bonding plate 267 can be fixed while the coupling nuts 263 and 265 are fastened to the second reinforcing bar 261 . The joint plate 267 prevents leakage of the concrete between the double wall PCs 100-1 and 100-2 when the concrete is poured into the spaced apart spaces of the double wall PCs 100-1 and 100-2. And reinforces the structure of the double wall PCs 100-1 and 100-2.

When the double wall PCs 100 are tightened by the fastening member 260 and the concrete is poured into the spaced apart spaces of the double wall PCs 100 by the weight of the concrete, It is possible to prevent the second moonPC 130 from being opened. After concrete is poured and cured in the spaced apart spaces of the double wall PCs 100, a part of the second reinforcing bars 261 protruding outward from the coupling nuts 263 and 265 and the double wall pockets 200 Can be cut and removed.

5 and 6 illustrate a double wall PC connection structure according to another embodiment of the present invention. The double wall PC's bonding structure according to another embodiment of the present invention is different from the above-described embodiments in that neighboring double wall PCs 100 are arranged orthogonally. In the detailed description of this embodiment, the same reference numerals are used for the same components as in the above-described embodiments, and a description thereof will be omitted.

In the present embodiment, neighboring double wallets 100 'are arranged orthogonally. As shown in FIG. 5, neighboring double wallets 100' are disposed at an angle of 90 °. Either side of the double wall PC 100 is formed at an angle of 45 ° with respect to the first wall PC 110 'or the second wall PC 130' 100 ') face each other, and the neighboring double wall PCs 100' are arranged at an angle of 90 °.

When the neighboring double wallets 100 'are arranged orthogonally, the connecting and connecting unit 300 is also spaced apart from one of the double wallets 100' `-2) at the same time.

The connection joining unit 300 includes first vertical bars 310, first horizontal bars 320, second horizontal bars 330, and fastening members 340. Like the first vertical reinforcing bars 210 of the above-described embodiments, the first vertical reinforcing bars 310 are formed to have a length corresponding to the height of the double wall PVCs 100, And are spaced apart from each other by a predetermined interval in the longitudinal direction. That is, in the present embodiment, as shown in FIG. 5, the first vertical reinforcing bars 210 are arranged in a square shape.

The first horizontal reinforcing bars 320 are spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars 310. The first horizontal reinforcing bars 320 are concavely curved. More specifically, the first horizontal reinforcing bars 320 are extended in a direction parallel to any one of the double wall PC's 100 ' A second reinforcing bar portion 322 bent in a direction intersecting with the first reinforcing bar portion 321 from the front end of the first reinforcing bar portion 321 and a second reinforcing bar portion 322 extending from the front end of the first reinforcing bar portion 321, And a third reinforcing portion 323 that is bent from the tip of the first reinforcing portion 322 and extends so as to face the first reinforcing portion 321. As shown in FIGS. 5 and 6, . Each of the first horizontal reinforcing bars 320 surrounds the first vertical reinforcing bars 310 and the first vertical reinforcing bars 310 are fixed to the first horizontal reinforcing bars 320 by welding or the like. The free end of each first horizontal reinforcing bar 320 is connected to one of the double wall PC's 100'-1 and 100'-2 adjacent to the double wall PC's in the present embodiment, (100'-2). Although not shown in the drawing, the free end can be formed in the same manner as the horizontal reinforcement member 250 described above.

The second horizontal reinforcing bars 332 are also spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars 310. Each of the second horizontal reinforcing bars 330 is also concavely curved like the first horizontal reinforcing bars 330. The second horizontal reinforcing bars 330 are bent concave like the first horizontal reinforcing bars 330. The double horizontal walls 100 ' A fifth reinforcing portion 332 bent in a direction intersecting with the fourth reinforcing portion 331 from the tip of the fourth reinforcing portion 331 and a fourth reinforcing portion 332 extending in a direction parallel to the fourth reinforcing portion 331, And a sixth reinforcing portion 333 which is bent from the tip of the fifth reinforcing portion 332 and extends so as to face the fourth reinforcing portion 331. The reinforcing portion 333 is formed in a "C" shape.

The second horizontal reinforcing bars 330 also surround the first vertical reinforcing bars 310 and the first vertical reinforcing bars 310 are fixed to the second horizontal reinforcing bars 330 by welding or the like. The free end of each second horizontal reinforcing bar 330 is connected to the other double wall PC of the neighboring double wall PC's 100'-1 and 100'-2, in the present embodiment, (100'-1). Although not shown in the plan view of the free reinforcement of the second horizontal reinforcing bar 330, it may be formed in the same manner as the head of the conventional horizontal reinforcement member 250 described above.

The first horizontal reinforcing bars 320 and the second horizontal reinforcing bars 330 are spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars 310 as shown in FIG. As shown in FIG. 5, the first horizontal reinforcing bars 320 are located in the spacing spaces of any one of the double wall PC's 100 '- 2 adjacent to each other, 2 horizontal reinforcing bars 330 are located in the spaced apart spaces of the other double wall PC's 100'-1 of the neighboring double wall PC's 100 ' Are located simultaneously in the spacing space of the WPCs 100 '.

Meanwhile, the fastening members 340 are spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars 310. The fastening member 340 is disposed in a diagonal direction that simultaneously crosses the first horizontal reinforcing bars 320 and the second horizontal reinforcing bars 33. The tightening member 340 is inserted through the adjacent double wall PCs 100 '.

The fastening member 340 includes a reinforcing bar 341 and fastening nuts 343 and 345 as in the second embodiment described above. The reinforcing bars 341 are longer than the lengths of the first and second month PC's 110 and 130 so that the fastening members 340 are spaced apart from the neighboring double wall PC's 100 ' The reinforcing bars 341 are further projected outwardly of the double wall PC 100 '. A threaded portion 341a is formed on both sides of the reinforcing rod 341 by a set length so that the coupling nuts 343 and 345 are fastened to both sides of the reinforcing rod 341. [

When the concrete is poured into the spaced apart spaces of adjacent double wall PCs 100 'by fastening the fastening nuts 343 and 345 to both sides of the reinforcing bar 340, the double wall PC 100' The first month PC '110' and the second month PC '130 of the first month PC' can be prevented from being opened.

Although the adjacent double wallets 100 'are joined and fixed by the concrete placed in the spacing space, the connecting and connecting unit 300 may be installed in the spacing space of the neighboring double wallets 100' It is possible to have an effect of further enhancing the bonding fixation force of the neighboring double wallets 100 '.

1 to 6 show a state in which the double wall PCs 100-1 and 100-2 are connected by the connecting and connecting unit 200 when the double wall PCs 100-1 and 100-2 are arranged in the horizontal direction But the present invention is not limited thereto. 7, the double wallpapers 100a and 100b can be connected and joined together by the connecting and connecting unit 200 even when the double wallpapers 100a and 100b are arranged in the vertical direction . When the double wallpapers 100a and 100b are arranged in the vertical direction, the connecting and connecting unit 200 is spaced apart from the double wall paper 100a disposed on the lower side and the double wall paper 100b As shown in Fig.

A method of joining the double wall PCs having the above-described joining structure will be described below.

8, the method for joining double wall PCs according to an embodiment of the present invention includes steps of fabricating double wall PCs 100 in step S105, (Step S115) of inserting the connection joint units 200 and 200 'into the spacing spaces of the double wall PCs 100 and placing the concrete in the horizontal direction And joining the double wallpapers 100 (step S120).

First, the steps of manufacturing the double wallpapers 100 will be described in detail. The first month PC 110 is installed with a first wire mesh 111 in a mold (not shown), and then pours concrete. When the reinforcing member 150 is installed between the lower wire mesh 151 and the upper wire mesh 153 and the lattice bars 115 are spaced apart from each other and inserted into the concrete, And the upper wire mesh 153 are brought into contact with the first wire mesh 111 embedded in the concrete.

In the present embodiment, the lower wire mesh 151 is in contact with the first wire mesh 111. When the reinforcing member 150 is fixed by curing the concrete in a state where the lower wire mesh 151 is in contact with the first wire mesh 111, the first month PC 110 is completed.

The second wall PC 130 is provided with a second wire mesh 131 inside a formwork (not shown), and concrete is installed in the formwork (not shown). At this time, the concrete poured into the mold (not shown) is not completely cured but is cured so as to be in a loose state, thereby manufacturing the second month PC 130.

The first month PC 130 is reversed and placed on the second month PC 130 manufactured in the state where the second month PC 130 is manufactured. That is, the first month PC 110 is inverted such that the upper wire mesh 153 of the reinforcing member 150 is downward.

When the inverted first month PC 110 is lowered, when the upper wire mesh 153 is brought into contact with the second wire mesh 131, the concrete of the second month PC 130 is fully cured, The reinforcing member 150 is fixed and the manufacturing of the double wall PC 100 is completed. A plurality of the double wall paper 100 are manufactured through the above process, and then transferred to the construction site.

The plurality of double wall PCs 100 transferred to the construction site are arranged in the horizontal direction. At this time, the neighboring double wall PCs 100 are arranged in parallel on a virtual line as shown in FIG. 1 and FIG. That is, the angle formed by one of the double wall PC 100-1 and the other double wall PC 100-2 is 180 °.

When the double wallpapers 100 are arranged in the horizontal direction, the connecting and joining units 200 and 200 'are inserted into the spaced spaces of neighboring double wall PCs 100. The connecting joint units 200 and 200 'are lowered to the upper side of the double wall PCs 100 and inserted into the spaced spaces of the double wall PCs 100. The connecting joint units 200 and 200 'are previously manufactured in a modularized state and transferred to the construction site. Thus, the connecting joint units 200 and 200' can be inserted only by lowering the double wall PCs 100 from the upper side to the lower side.

When the connecting and connecting units 200 and 200 'are inserted into the spacing spaces of the double wall PCs 100, the connecting and connecting unit 200 according to an embodiment of the present invention includes the adjacent connecting units 200 and 200' And is inserted into the spacing space of one of the double wallpapers 100 and the spacing space of one of the double wallpapers 100 at the same time.

3, the fastening member 260 of the connection and connection unit 200 'is connected to the adjacent double wall PCs 100' To be spaced apart from the adjacent double wall PCs 100 so as to pass between the adjacent double wall PCs 100 '.

The coupling nuts 263 and 265 of the fastening member 260 are rotated so that the first and second wafers 110 and 110 are inserted into the spacing spaces of the adjacent double wallets 100, And the second month PC 130 are tightened.

When the concrete is poured into the spaced apart spaces of the double wall PCs 100 after the connecting and connecting unit 200 'is inserted into the double wall PC 100 adjacent to the fastening member 260, Thereby preventing the first month PC 110 and the second month PC 130 from being opened.

When the connecting joint units 200 and 200 'are inserted into the spacing spaces of the neighboring double wall PCs 100 and between the first wall plates 110 of neighboring double wall PCs 100, And the shielding member 10 is sandwiched between the second month PCs 130. As shown in FIG. 1, in an embodiment of the present invention, the shield member 10 is formed to have a length corresponding to the height of the double wall PCs 100, and between the first wall PCs 110, And are sandwiched between the second month PCs 130.

However, as shown in FIG. 3, in another embodiment of the present invention, the fastening members 260 are spaced along the height direction of the double wall PCs 100, so that the fastening members 260 are spaced apart from each other The shielding member 10 is formed so as to correspond to the shielding member 260 so that the shielding member 260 is disposed between the first wallcapes 110 and between the second wallcapes 130. [ 10 are inserted. The shielding member 10 prevents concrete from leaking between adjacent double wall PCs 100 when the concrete is poured into a spaced space of the double wall PCs 100 in a process to be described later.

Next, the concrete is poured into the spaced apart spaces of the double wall PCs 100. The poured concrete is also bonded to the connection and connection units 200 and 200 and is also bonded to one of the double wall PC 100-1 and the other double wall PC 100-2. That is, the neighboring double wall PCs 100 are not only joined by the laid concrete but also joined by the connecting and joining units 200 and 200 'inserted into the spacing spaces of the neighboring double wall PCs 100, The fixing force is further improved.

3, when the poured concrete is cured in the spaced apart spaces of the double wallets 100, the fastening nuts 263 and 265 of the fastening member 260 are removed, A part of the second reinforcing bars 261 protruding outside of the first reinforcing bars 100 is also cut and removed.

9, the method of joining double wall PCs according to another embodiment of the present invention includes steps of fabricating double wall PCs 100 '(step S205), moving the double wall PCs 100' (Step S215) of inserting the connection joint unit 300 into the spacing space of the double wall PCs 100 and placing the concrete in the neighboring double wall PC 100 ' (Step S220). The step of fabricating the double wall paper 100 'is the same as the step of fabricating the double wall paper 100 in the above-mentioned embodiment, and a description thereof will be omitted.

In the step of arranging the double wallpapers 100 'in the horizontal direction (step S210), when the double wallpapers 100' are arranged in the horizontal direction, as shown in FIG. 5, the double wallpapers 100 ' 100 'are arranged orthogonally, that is, the neighboring double wall PCs 100' at an angle of 90 degrees. After the double wallpapers 100 'are arranged orthogonally, the connecting and joining units 300 are inserted into the spacing spaces of the neighboring double wallets 100' at the same time, 300 are inserted so as to pass between the adjacent double wall PCs 100 '. The fastening member 340 is fastened to both sides of the fastening rod 341 by fastening nuts 343 and 345 in the same manner as the tightening member 260 described above, The first month PC '110' and the second month PC '130' are not opened.

When the connection and connection unit 300 is inserted, concrete is poured into the spacing spaces of the double wall PCs 100 'to join the double wall PCs 100'. Of the double wall PCs 100 'by the tightening member 340 even if concrete is poured into the spacing spaces of the double wallets 100' Is prevented.

As described above, the neighboring double wallets 100 'are joined by the poured concrete, but the concrete may be adhered not only to the neighboring double wallets 100' but also to the connecting and joining unit 300 , The bonding fixing force of the adjacent double wall paper 100 'is improved, and an effect of more firmly bonding can be expected. When the adjacent double wallets 100 are joined to each other, the reinforcing rods 341 protruding outward from the fastening nuts 343 and 345 of the fastening member 340 and the double wallets 100 ' Some are cut and removed and then finished.

While the present invention has been described with reference to exemplary embodiments, it is to be understood that the invention is not limited to the disclosed exemplary embodiments, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims. Accordingly, the true scope of the present invention should be determined by the technical idea of the appended claims.

100, 100-1, 100-2, 100`, 100`-1, 100`-2:
110, 110`: 1st month PC 130, 130`: 2nd month PC
111: first wire mesh 131: second wire mesh
150: reinforcing member 151: lower wire mesh
153: upper wire mesh 155: lattice bar
200, 200`: connecting joint unit
210: first vertical reinforcement 230: first horizontal reinforcement
250: horizontal reinforcement member 260: fastening member
261: reinforcing bar 263, 265: fastening nut
300: connection joining unit
310: first vertical reinforcement 320: first horizontal reinforcement
330: second horizontal reinforcement 340: fastening member
341: reinforcing rod 343, 345: fastening nut
10: shield member

Claims (19)

A plurality of double wall PCs forming a spacing space in which the first wall PC and the second wall PC are coupled by the reinforcing member to place the concrete therein;
Arranging a plurality of the double wall PCs in a horizontal direction;
Inserting the connecting and connecting unit into the spaced apart space while lowering the upper and lower portions of the neighboring double wall pockets; And
And placing the concrete in a spaced-apart space of the neighboring double wall PCs to bond neighboring double wall PCs,
In the step of inserting the connecting joint unit,
The connecting joint unit is simultaneously positioned in a spacing space of any one of the double wall PC's adjacent to the double wall PC and a spacing space of the other double wall PC's,
In the bonding step,
Wherein the concrete placed is adhered to the double wall PCs adjacent to the connecting and joining unit so that neighboring double wall PCs are joined. The method according to claim 1,
In the arranging step,
Wherein the adjacent double wall PCs are arranged side by side on a virtual line. The method according to claim 1,
In the arranging step,
Wherein the adjacent double wall PCs are arranged orthogonally. The method of claim 2,
If the neighboring double wall PCs are arranged in parallel on the imaginary line,
Wherein the connecting and connecting unit comprises:
A plurality of first vertical reinforcing bars each having a length corresponding to the height of the double wall PCs and spaced from each other by a predetermined interval in the transverse direction and spaced apart from each other by a predetermined interval in the longitudinal direction;
The first vertical reinforcing bars and the second vertical reinforcing bars are arranged in the longitudinal direction and are spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars, 1 horizontal reinforcement; And
And horizontal reinforcing members spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars and arranged in a direction intersecting with the first horizontal reinforcing bars in the horizontal direction or the vertical direction and fixed to the first vertical reinforcing bars The method of joining double wall PCs. The method of claim 4,
Wherein the connecting and connecting unit comprises:
Further comprising a tightening member spaced apart from one another along the longitudinal direction of the first vertical reinforcing bars and disposed in a direction transverse to the horizontal reinforcing members. The method of claim 3,
If the neighboring double wall PCs are arranged orthogonally,
Wherein the connecting and connecting unit comprises:
A plurality of first vertical reinforcing bars each having a length corresponding to the height of the double wall PCs and spaced from each other by a predetermined interval in the transverse direction and spaced apart from each other by a predetermined interval in the longitudinal direction;
And the first vertical reinforcing bars are fixed to the inside of the concave bent portion and the free ends of the first vertical reinforcing bars are fixed to any one of the neighboring double wall PVCs A plurality of first horizontal reinforcing bars extending long in the spacing space of the double wall PC; And
And the first vertical reinforcing bars are fixed to the inside of the concave bent portions and the free ends of the first vertical reinforcing bars are fixed to the other of the neighboring double wall PVCs And a plurality of second horizontal reinforcing bars extending long in a spaced-apart space of the double wall PC. The method of claim 6,
Wherein the connecting and connecting unit comprises:
Further comprising a tightening member spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars and disposed diagonally across the first horizontal reinforcing bars and the second horizontal reinforcing bars at the same time. The method according to claim 1,
Before the step of bonding the double wall papers,
Shielding between the first month PCs of the neighboring double wallets and the spaced gaps of neighboring double wallets by sandwiching the shielding member between the second wallets of the neighboring double wallets. A method of joining wall PCs. The method according to claim 5 or 7,
In the step of inserting the connecting joint unit,
Wherein the fastening member is inserted between neighboring double wall PCs. The method according to claim 5 or 7,
The tightening member
A reinforcing rod having a length longer in a direction in which the first wall PC and the second wall PC are separated from each other,
A bonding plate disposed in close contact with an outer side of the first month PC and the second month PC; And
And fastening nuts fastened to the threaded portions,
After the joining step,
Wherein when the concrete is cured, the fastening nuts of the tightening member and the reinforcing bars protruding outward of the double wall pieces are cut and removed. The method according to claim 1,
Before the step of producing the double wall papers,
And a reinforcing member having lattice bars disposed between the lower wire mesh and the upper wire mesh is inserted into the concrete, wherein the lower wire mesh and the upper wire mesh, Forming the first month PC by curing the concrete when any one of the first wire mesh and the second wire mesh contacts the first wire mesh; And
Further comprising the step of installing a second wire mesh inside the mold and casting the concrete to manufacture the second month PC,
In the step of manufacturing the double wall paper,
The first wire PCC is rotated in a direction toward the second wall PC and the other of the lower wire mesh and the upper wire mesh contacts the second wire mesh after inverting the first wall PC, A method of joining double wall PCs to cure concrete of WALLPI. The first month PC and the second month PC are spaced apart from each other by a predetermined interval so as to form a spacing space in which the concrete can be poured and the first month PC and the second month PC are coupled by a reinforcing member, Double Wall PCs; And
When the plurality of the double wall PCs are arranged in the horizontal direction, the double wall PC's are spaced apart from each other by a distance of one of the double wall PC's, Unit,
Wherein the concrete laid in the spacing space of the double wall PCs is bonded to the double wall PCs adjacent to the connecting and joining unit, and neighboring double wall PCs are bonded to each other. The method of claim 12,
Wherein when the plurality of the double wall PCs are arranged in the horizontal direction, the neighboring double wall PCs are arranged side by side on a virtual line. The method of claim 12,
Wherein when the plurality of double wall PCs are arranged in the horizontal direction, the neighboring double wall PCs are arranged orthogonally. 14. The method of claim 13,
If the neighboring double wall PCs are arranged in parallel on the imaginary line,
Wherein the connecting and connecting unit comprises:
A plurality of first vertical reinforcing bars each having a length corresponding to the height of the double wall PCs and spaced from each other by a predetermined interval in the transverse direction and spaced apart from each other by a predetermined interval in the longitudinal direction;
The first vertical reinforcing bars and the second vertical reinforcing bars are arranged in the longitudinal direction and are spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars, 1 horizontal reinforcement; And
And horizontal reinforcing members spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars and arranged in a direction intersecting with the first horizontal reinforcing bars in the horizontal direction or the vertical direction and fixed to the first vertical reinforcing bars The structure of the junction of the double wall PCs. 16. The method of claim 15,
Wherein the connecting and connecting unit comprises:
Further comprising a tightening member spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars and disposed in a direction transverse to the horizontal reinforcing members. 15. The method of claim 14,
If the neighboring double wall PCs are arranged orthogonally,
Wherein the connecting and connecting unit comprises:
A plurality of first vertical reinforcing bars each having a length corresponding to the height of the double wall PCs and spaced from each other by a predetermined interval in the transverse direction and spaced apart from each other by a predetermined interval in the longitudinal direction;
And the first vertical reinforcing bars are fixed to the inside of the concave bent portion and the free ends of the first vertical reinforcing bars are fixed to any one of the neighboring double wall PVCs A plurality of second horizontal reinforcing bars extending long in the spacing space of the double wall PC; And
And the first vertical reinforcing bars are fixed to the inside of the concave bent portions and the free ends of the first vertical reinforcing bars are fixed to the other of the neighboring double wall PVCs And a plurality of third horizontal reinforcing bars extended in a spaced-apart space of the double wall PC. 18. The method of claim 17,
Wherein the connecting and connecting unit comprises:
Further comprising: a tightening member spaced apart from each other along the longitudinal direction of the first vertical reinforcing bars, the tightening members being arranged to cross the first vertical reinforcing bars in a diagonal direction. The method of claim 16 or claim 18,
And the fastening members of the connecting and connecting unit are arranged to pass through between the neighboring double wall PCs so as to prevent the double wall PCs from being opened when concrete is poured into the spaced apart spaces of the double wall PCs.
KR1020150073866A 2015-05-27 2015-05-27 Method for constructing junction between the double wall Precast Concrete panels and the junction structure KR101553345B1 (en)

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KR20200028200A (en) 2018-09-06 2020-03-16 삼성물산 주식회사 Precast unit For large wall construction
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KR20200138538A (en) 2019-05-31 2020-12-10 티앤에스 주식회사 Mold for prefabricated double wall precast concrete
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KR20170087723A (en) * 2016-01-21 2017-07-31 삼표피앤씨 주식회사 Construction structure for preventing the leaks using double wall PCs
KR101897590B1 (en) * 2016-01-21 2018-09-12 삼표피앤씨 주식회사 Construction structure for preventing the leaks using double wall PCs
KR101696155B1 (en) 2016-07-18 2017-01-12 티앤에스 주식회사 Apparatus for manufacturing double wall precast concrete
KR101835094B1 (en) * 2017-03-29 2018-03-08 주식회사 케이씨산업 Wall structure using precast concrete panel and construction method thereof
KR20200028200A (en) 2018-09-06 2020-03-16 삼성물산 주식회사 Precast unit For large wall construction
US11248383B2 (en) 2018-09-21 2022-02-15 Cooper E. Stewart Insulating concrete form apparatus
CN109235886A (en) * 2018-11-05 2019-01-18 中欧云建科技发展有限公司 A kind of quick production and for building half prefabricated system automatically docked
KR102120426B1 (en) 2019-05-24 2020-06-09 티앤에스산업 주식회사 The prefabricated double wall precast concrete
KR20200138538A (en) 2019-05-31 2020-12-10 티앤에스 주식회사 Mold for prefabricated double wall precast concrete
KR20210113731A (en) * 2020-03-09 2021-09-17 송성민 2-way precast pannel and structure construction method using the same
KR102319792B1 (en) 2020-03-09 2021-11-02 송성민 2-way precast pannel and structure construction method using the same
WO2022025432A1 (en) * 2020-07-28 2022-02-03 서울대학교 산학협력단 Prefabricated module for hollow composite wall and hollow composite wall using same
KR20220014074A (en) * 2020-07-28 2022-02-04 서울대학교산학협력단 Prefabricated module for composite hollow wall and composite hollow wall using the same
KR102461223B1 (en) * 2020-07-28 2022-10-28 서울대학교 산학협력단 Prefabricated module for composite hollow wall and composite hollow wall using the same
KR20220144489A (en) * 2021-04-20 2022-10-27 송성민 Precast pannel and structure construction method using the same
KR102658475B1 (en) 2021-04-20 2024-04-16 송성민 Precast pannel and structure construction method using the same
KR20240006809A (en) * 2022-07-07 2024-01-16 세종대학교산학협력단 Device for connecting double-panel
KR102660194B1 (en) 2022-07-07 2024-04-23 세종대학교산학협력단 Device for connecting double-panel

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