WO2020101237A1 - Module de mur préfabriqué - Google Patents

Module de mur préfabriqué Download PDF

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Publication number
WO2020101237A1
WO2020101237A1 PCT/KR2019/014776 KR2019014776W WO2020101237A1 WO 2020101237 A1 WO2020101237 A1 WO 2020101237A1 KR 2019014776 W KR2019014776 W KR 2019014776W WO 2020101237 A1 WO2020101237 A1 WO 2020101237A1
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WO
WIPO (PCT)
Prior art keywords
wall module
horizontal
assembled wall
assembled
module
Prior art date
Application number
PCT/KR2019/014776
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English (en)
Korean (ko)
Inventor
이창남
Original Assignee
(주)센벡스
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by (주)센벡스 filed Critical (주)센벡스
Publication of WO2020101237A1 publication Critical patent/WO2020101237A1/fr

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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
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups

Definitions

  • the present invention allows the joints of both walls to be easily and reliably progressed by inserting and fixing the horizontal joints protruding at the ends of the one-sided pre-assembled wall modules at the ends of the adjacent other pre-assembled wall-modules, and on-site rebar reinforcement work and temporary material construction process
  • the omission is for a pre-assembled wall module capable of shortening air.
  • each structural member In the reinforced concrete structure, construction of each structural member is performed in the order of pouring concrete and curing it after rebar reinforcement at the site. As a result, a lot of manpower has to be put into the field, it takes a lot of air for related construction, and it is not easy to secure quality.
  • the precast concrete member is difficult to manufacture to a certain size or more due to manufacturing conditions, heavy load, or transportation burden, there is a limit to the application of the large member.
  • a technology has been developed for a pre-assembled wall framing unit that can shorten the construction process by pre-fabricating the pre-assembled wall unit (Registration Patent No. 10-1490756).
  • the registration technology has an advantage in that it is possible to omit on-site reinforcement work, and it is possible to install a formwork without a temporary material on the pre-assembled wall framing unit itself, thereby greatly reducing air.
  • the registration technique has a disadvantage in that bolting work is cumbersome since the horizontal reinforcing bar is welded to the leg of the vertical support member and the vertical support member of the neighboring line assembly wall unit is bolted to and interconnected.
  • the welding length of the horizontal reinforcing bar and the vertical support member must be ensured. Accordingly, there is a problem in that the vertical support member must be over-designed over a required cross-section to secure the welding length.
  • the present invention can install a formwork without temporary materials with omission of on-site rebar reinforcement work when constructing a reinforced concrete wall, so it is easy to secure the quality of the wall and secure a sufficient work space within the site for smooth passage of workers. And to provide a pre-assembled wall module that can prevent safety accidents.
  • the present invention is to provide a pre-assembled wall module that is easy to manufacture and can reliably and easily proceed to a connection between neighboring pre-assembled wall modules.
  • the present invention according to a preferred embodiment relates to a pre-assembled wall module for the construction of a concrete wall, a plurality of mold steel disposed on both sides in the interior of the wall; A plurality of horizontal support members interconnecting the neighboring mold steels in the horizontal direction in the horizontal direction; A plurality of spacing support members interconnecting the mold steel materials facing in the thickness direction; And a horizontal joint that protrudes from one or both ends of the pre-assembled wall module and is inserted into the side end of the adjacent pre-assembled wall module. It provides a pre-assembled wall module, characterized in that consisting of.
  • the horizontal joint is provided in the vertical direction outside the side end of the pre-assembled wall module and is inserted into and fixed to the side end of the adjacent other pre-assembled wall module and one end is coupled to the fixing bar.
  • a pre-assembled wall module characterized in that it is composed of a plurality of horizontal support bars fixed to the gap support member inside the pre-assembled wall module.
  • the horizontal joint is a plurality of U-shaped fixing rebars and one side of which a closed end protrudes to a side end of a pre-assembled wall module, and one side of the plurality of U-shaped fixing rebars Provides a line assembly wall module, characterized in that the type fixing bars are interconnected, and the other side comprises a vertical support bar fixed to the horizontal support member.
  • the present invention according to another preferred embodiment is characterized in that an auxiliary support bar for interconnecting a plurality of U-shaped fixing bars is coupled to one side of the plurality of U-shaped fixing bars at a position protruding to the outside of the pre-assembled wall module. Provide a pre-assembled wall module.
  • the horizontal joint is composed of a plurality of horizontal joint rebars arranged in a horizontal direction so as to span the line assembly wall modules on both sides and a vertical support reinforcing bar interconnecting the plurality of horizontal joints.
  • a pre-assembled wall module is provided.
  • the present invention according to another preferred embodiment provides a pre-assembled wall module characterized in that the horizontal joint is provided to be slidably movable in the horizontal direction.
  • a pre-assembled wall module consisting of a mold steel, horizontal support member, gap support member, and horizontal joint can be pre-fabricated and installed on-site, and the reinforced concrete wall construction can be completed through formwork, concrete pouring, and curing. Therefore, it is easy to secure the quality of the wall by omitting the reinforcement work on the site, and it is possible to install the formwork on the pre-assembled wall module itself without temporary materials, thereby ensuring sufficient work space in the field and shortening the air.
  • FIG. 1 is a perspective view showing a first embodiment of the pre-assembled wall module of the present invention.
  • Figure 2 is a perspective view showing a horizontal joint according to the first embodiment.
  • Figure 3 is a front view showing the pre-assembled wall module shown in Figure 1;
  • FIG. 4 is a cross-sectional view of a wall including the pre-assembled wall module shown in FIG. 1.
  • FIG. 5 is a perspective view showing a second embodiment of the pre-assembled wall module of the present invention.
  • FIG. 6 is a perspective view showing a horizontal joint according to a second embodiment.
  • FIG. 7 is a front view showing the pre-assembled wall module shown in FIG. 5;
  • FIG. 8 is a cross-sectional view of a wall including the pre-assembled wall module shown in FIG. 5.
  • FIG. 9 is a perspective view showing a third embodiment of the pre-assembled wall module of the present invention.
  • FIG. 10 is a perspective view showing a horizontal joint according to a third embodiment.
  • FIG. 11 is a front view showing the pre-assembled wall module shown in FIG. 9;
  • FIG. 12 is a cross-sectional view showing a construction sequence of a wall constructed including the pre-assembled wall module shown in FIG. 9;
  • the pre-assembled wall module of the present invention is for constructing a concrete wall, a plurality of mold steels disposed in both directions in the interior of the wall; A plurality of horizontal support members interconnecting the neighboring mold steels in the horizontal direction in the horizontal direction; A plurality of spacing support members interconnecting the mold steel materials facing in the thickness direction; And a horizontal joint that protrudes from one or both ends of the pre-assembled wall module and is inserted into the side end of the adjacent pre-assembled wall module. It is characterized by consisting of.
  • FIG. 1 is a perspective view showing a first embodiment of a pre-assembled wall module according to the present invention
  • FIG. 2 is a perspective view showing a horizontal joint according to the first embodiment
  • FIG. 3 is a front view showing the pre-assembled wall module shown in FIG. 1
  • FIG. 4 is a cross-sectional view of the wall including the pre-assembled wall module shown in FIG. 1.
  • the present invention pre-assembled wall module relates to a pre-assembled wall module (1) for concrete wall construction, a plurality of mold steel disposed in the vertical direction on both sides inside the wall ( 11); A plurality of horizontal support members 12 interconnecting the neighboring mold steels 11 in the width direction in the horizontal direction; A plurality of spacing support members 13 interconnecting the mold steels 11 facing each other in the thickness direction; And a horizontal joint 14 protruding from one or both ends of the pre-assembled wall module 1 and inserted into the side end of the adjacent pre-assembled wall module 1 '. It is characterized by consisting of.
  • the present invention is easy to secure the quality of the wall by omitting on-site reinforcement work by constructing the pre-fabricated pre-assembled wall module (1) in the field, it is possible to install the formwork on the pre-assembled wall module (1) itself without temporary materials in the field It is to provide a pre-assembled wall module (1) capable of shortening the air while ensuring a sufficient working space.
  • the present invention is to provide a pre-assembled wall module (1) that can reliably and easily proceed to the connection between neighboring pre-assembled wall modules (1).
  • the pre-assembled wall module 1 of the present invention includes a mold steel 11, a horizontal support member 12, a space support member 13, and a horizontal joint 14.
  • a plurality of mold steels 11 are disposed on both sides of the wall in the interior of the wall.
  • the mold steel 11 is provided in a vertical direction that is the longitudinal direction of the wall.
  • the mold steel material 11 may use a variety of shape steel materials, and it is preferable to use a-shaped steel in terms of self-supporting surface due to the shape characteristic of the wall member having a long direction.
  • the horizontal support member 12 interconnects the neighboring mold steels 11 in the horizontal direction of the wall in the horizontal direction.
  • the horizontal support member 12 is provided with a plurality of spaced apart from each other along the longitudinal direction of the wall.
  • the horizontal support member 12 serves as a horizontal reinforcing bar of the wall, and may be configured of flat bar, Z bar, a-beam, rebar, and the like.
  • the gap supporting member 13 interconnects the mold steels 11 facing each other in the thickness direction of the wall.
  • a plurality of the gap supporting members 13 are provided to be spaced apart from each other along the longitudinal direction of the wall.
  • the gap supporting member 13 is for maintaining the gap between the mold steels 11 on both sides of the wall facing each other, and can be composed of flat iron, Z-bar, a-beam, cross tie, and the like.
  • the horizontal fitting 14 is formed to protrude to one side or both sides of the pre-assembled wall module 1, and is inserted into the side end of the adjacent pre-assembled wall module 1 '.
  • the horizontal joint 14 is formed protruding at the end of one side of the pre-assembled wall module 1, and is inserted into the end of the adjacent other pre-assembled wall module 1 '.
  • the horizontal joint 14 is fixed by being buried inside the concrete C that is poured after the installation of both side pre-assembled wall modules 1 and 1 ', thereby connecting both pre-assembled wall modules 1 and 1'.
  • both walls are horizontal by the fixing of horizontal joints 14 embedded in the concrete C of both walls. Is connected. Therefore, there is no need to enlarge the cross section of the mold steel 11 more than necessary.
  • the horizontal fitting 14 may be arranged in one or two rows depending on the thickness of the wall.
  • the horizontal joint 14 is provided in the vertical direction outside the side end of the pre-assembled wall module 1, and is fixed to be inserted and settled at the side end of the adjacent other pre-assembled wall module 1 '.
  • the bar 141 and one end are coupled to the fixing bar 141 and can be configured with a plurality of horizontal support bars 142 fixed to the gap supporting member 13 inside the pre-assembled wall module 1.
  • the horizontal joint 14 may be composed of a fixing bar 141 and a horizontal support bar 142.
  • the fixing bar 141 protrudes to the outside of the side end of the pre-assembled wall module 1 and is provided in a vertical direction, which is the longitudinal direction of the wall.
  • the fixing bar 141 is a part that is inserted into the side end of the neighboring other side pre-assembled wall module 1 ', and is installed in the other side wall after the construction of the other pre-assembled wall module 1' It is settled in concrete (C) and horizontally connects both walls.
  • One end of the horizontal support bar 142 is coupled to the fixing bar 141, and the other end is fixed to the gap support member 13 inside the pre-assembled wall module 1.
  • the horizontal support bar 142 is provided with a plurality of spaced apart along the longitudinal direction of the wall.
  • the horizontal support bar 142 may be configured to correspond to the vertical gap of the gap support member 13.
  • the fixing bar 141 must be buried in the other side assembly wall module 1 'to transmit the tensile force.
  • the horizontal support bar 142 should be fixed to the upper or lower portion of the gap support member 13 while being coupled to the side of the fixing bar 141.
  • the fixing bar 141 and the horizontal support bar 142 are preferably composed of angle members, respectively.
  • one leg of the fixing bar 141 is engaged in the concrete C of the other wall of the neighboring wall to support the tensile force, and the other leg of the fixing bar 141 is coupled to the horizontal support bar 142. And in the case of the horizontal support bar 142, one leg of one end is coupled to the other leg of the fixing bar 141, and the other leg of the other end can be fixed to the gap support member 13 to be coupled.
  • the fixing bar 141 and the horizontal support bar 142 are configured as an angle
  • the fixing bar 141 and the horizontal support bar 142 are preferably bolted.
  • the end of the pre-assembled wall module 1 is fixed by the fixing bar 141 in the vertical direction rather than the horizontal support bar 142. Therefore, it is possible to minimize the external protrusion length of the pre-assembled wall module (1).
  • the fixing bar (141) It is preferable to form an open cross section without coupling of the space support member 13 so as not to interfere with the.
  • FIG. 5 is a perspective view showing a second embodiment of the pre-assembled wall module of the present invention
  • FIG. 6 is a perspective view showing a horizontal joint according to the second embodiment
  • FIG. 7 is a front view showing the pre-assembled wall module shown in FIG. 5
  • FIG. 8 is a cross-sectional view of the wall including the pre-assembled wall module shown in FIG. 5.
  • the horizontal joint 14 has a plurality of U-shaped fixing reinforcing bars 143 and one side having a plurality of U whose closed ends protrude to the side ends of the pre-assembled wall module 1. It is coupled to one side of the type fixing reinforcing bar 143 to interconnect a plurality of U-type fixing reinforcing bar 143, the other side may be composed of a vertical support bar 144 fixed to the horizontal support member 12.
  • the horizontal joint 14 may be composed of a U-shaped fixing rebar 143 and a vertical support bar 144.
  • the U-shaped fixing reinforcing bar 143 may be formed by bending a reinforcing bar or the like 180 ° so as to be U-shaped, and an end of the closed U-shaped fixing reinforcing bar 143 protrudes to a side end of the pre-assembled wall module 1.
  • a plurality of U-shaped fixing bars 143 are provided to be spaced apart from each other along the longitudinal direction of the wall.
  • Each U-shaped fixing reinforcing bar 143 may be placed vertically so that both ends are vertically positioned.
  • the closed end of the U-shaped fixing reinforcing bar 143 is buried and fixed inside the concrete C to be poured after the installation of the adjacent other side pre-assembled wall module 1 ', thereby allowing both side pre-assembled wall modules 1 and 1' to be fixed. ).
  • One side of the vertical support bar 144 is coupled to one side of the plurality of U-shaped fixing reinforcing bars 143 to interconnect a plurality of U-shaped fixing reinforcing bars neighboring up and down.
  • one side of the vertical support bar 144 is coupled to the outer surface of the U-shaped fixing bar 143, the other side can be coupled to the inner surface of the horizontal support member 12.
  • the horizontal joint 14 shown in FIG. 6 is fixed to each of the pre-assembled wall module 1 and the other pre-assembled wall module 1 'in opposite directions, and interferes with each other during installation. It can be configured not to.
  • the end of the pre-assembled wall module 1 is fixed by the U-shaped fixing reinforcing bar 143 whose exterior is closed. Therefore, it is possible to minimize the external protrusion length of the pre-assembled wall module (1).
  • the end of the other side pre-assembled wall module (1') to which the outer end of the horizontal fitting (14) of the one-sided pre-assembled wall module (1) is inserted is a U-shaped fixing bar (143) ) Is preferably formed in an open cross section so as not to interfere with.
  • a plurality of U-shaped fixing bars 143 are mutually connected to one side of the plurality of U-shaped fixing bars 143 at a position protruding to the outside of the pre-assembled wall module 1
  • An auxiliary support bar 145 to connect may be combined.
  • the auxiliary support bar 145 fixes a plurality of U-shaped fixing bars 143 at one side of the U-shaped fixing bars 143 to each other.
  • auxiliary support bar 145 is provided in addition to the vertical support bar 144 on the side surface of the U-shaped fixing reinforcing bar 143, deformation of the U-shaped fixing reinforcing bar 143 can be prevented during transportation or both. .
  • the vertical support bar 144 and the auxiliary support bar 145 are preferably arranged to be spaced apart from each other by a certain distance in a plane.
  • auxiliary support bar 145 is fixed to the inner surface of the U-shaped fixing reinforcing bar 143 so as to minimize interference when installing the other side assembly wall module 1 '.
  • FIG. 9 is a perspective view showing a third embodiment of the pre-assembled wall module according to the present invention
  • FIG. 10 is a perspective view showing a horizontal joint according to the third embodiment
  • FIG. 11 is a front view showing the pre-assembled wall module shown in FIG. 9,
  • FIG. 12 is a cross-sectional view showing the construction procedure of the wall composed of the pre-assembled wall module shown in FIG. 9.
  • the horizontal joint 14 is a plurality of horizontal joint reinforcing bars 146 and the plurality of horizontal joints arranged in a horizontal direction to span the line assembly wall modules 1 and 1 'on both sides. It can be configured as a vertical support reinforcing bar 147 that interconnects the horizontal joint reinforcing bar 146.
  • the horizontal joint 14 may be composed of a horizontal joint reinforcement 146 and a vertical support reinforcement 147.
  • the horizontal joint reinforcing bars 146 are arranged in a horizontal direction so that both sides span adjacent line assembly wall modules 1 and 1 ', respectively.
  • the horizontal joint reinforcing bar 146 is settled inside the wall of the neighboring other line assembly wall module 1 'so that the adjacent two side walls are connected to each other.
  • the horizontal joint reinforcing bar 146 is embedded and settled inside the concrete (C) that is placed on both sides of the wall after installing the adjacent line assembly wall modules 1 and 1 '.
  • the horizontal joint reinforcing bar 146 should be formed to a length sufficient to embed a reinforcing bar of the reinforcing bar length in both side wall concrete (C).
  • a plurality of horizontal joint reinforcing bars 146 are arranged to be spaced apart from each other along the longitudinal direction of the wall.
  • the vertical support reinforcing bar 147 interconnects a plurality of horizontal joint reinforcing bars 146 vertically adjacent to each other.
  • the vertical support bars 147 are preferably disposed at both ends of the horizontal joint bars 146, respectively.
  • the horizontal joint reinforcing bar 146 may be configured to protrude a predetermined length outward of the vertical support reinforcing bar 147 in order to prevent interference with the gap supporting member 13.
  • the horizontal joint 14 is horizontally reinforced 146 that is spaced apart from each other in the thickness direction of the wall, and vertical support reinforcement 147 disposed at both ends of each horizontal joint reinforcement 146, respectively.
  • vertical support reinforcement 147 disposed at both ends of each horizontal joint reinforcement 146, respectively.
  • a horizontal joint 14 in the form of a pre-assembled rebar network can be produced first and placed inside each pre-assembled wall module 1, resulting in a pre-assembled wall module 1 It is easy to manufacture and construct.
  • the horizontal fitting 14 may be provided to be slidably moved in the horizontal direction.
  • the horizontal joint reinforcing bar 146 does not need to be separately fixed to the interior of the pre-assembled wall module 1.
  • the horizontal joint reinforcing bar 146 may be mounted on the upper portion of the gap supporting member 13 and does not need to be fixed separately.
  • the horizontal joint 14 can be stably supported despite its own weight.
  • the horizontal fitting 14 may be accommodated in the interior of the one side line assembly wall module 1. And after installing the other side pre-assembled wall module (1 ') as shown in Figure 12 (b), as shown in Figure 12 (c), the horizontal joint 14 is moved horizontally to the other side pre-assembled wall module (1')
  • the horizontal joint reinforcing bar 146 may be configured to span both line assembly walls modules 1 and 1 '. Subsequently, the wall construction can be completed by placing concrete on the outside of the line assembly wall modules 1 and 1 'on both sides and pouring and curing the concrete (C) (FIG. 12 (d)).
  • the pre-assembled wall module of the present invention has industrial applicability in that it is possible to install a formwork without a temporary material with omission of on-site rebar reinforcement work when constructing a reinforced concrete wall, and thus it is easy to secure wall quality and shorten air.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

La présente invention concerne des modules de mur préfabriqués dans lesquels un élément d'accouplement horizontal formé pour faire saillie depuis la partie d'extrémité d'un module de mur préfabriqué est inséré dans la partie d'extrémité d'un autre module de mur préfabriqué et fixé à celle-ci, ce qui permet d'accoupler facilement et fermement les deux structures de mur l'une à l'autre, et un travail d'agencement de barre de renforcement au niveau d'un site de travail et de construction temporaire de ressources de construction peut être omis, ce qui permet de raccourcir la durée de construction. Le module de mur préfabriqué selon la présente invention, qui est destiné à construire une structure de mur en béton, comprend : une pluralité de matériaux en acier principaux qui sont disposés verticalement sur les côtés opposés internes d'une structure de mur ; une pluralité d'éléments de support horizontaux destinés à raccorder horizontalement les matériaux d'acier principaux adjacents les uns aux autres dans la direction de la largeur ; une pluralité d'éléments de support d'espacement destinés à raccorder les matériaux d'acier principaux se faisant face dans la direction de l'épaisseur ; et un élément d'accouplement horizontal qui est formé pour faire saillie à partir d'une extrémité latérale ou des extrémités latérales opposées du module de mur préfabriqué et inséré dans l'extrémité latérale d'un autre module de mur préfabriqué adjacent à celui-ci.
PCT/KR2019/014776 2018-11-12 2019-11-04 Module de mur préfabriqué WO2020101237A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR10-2018-0138328 2018-11-12
KR1020180138328A KR102187086B1 (ko) 2018-11-12 2018-11-12 선조립 벽체 모듈

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WO2020101237A1 true WO2020101237A1 (fr) 2020-05-22

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PCT/KR2019/014776 WO2020101237A1 (fr) 2018-11-12 2019-11-04 Module de mur préfabriqué

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Publication number Priority date Publication date Assignee Title
CN112282122A (zh) * 2020-10-16 2021-01-29 合力建设有限公司 一种住宅的钢结构组合墙
CN113756477B (zh) * 2021-09-10 2023-05-30 上海建工集团股份有限公司 一种断热型预制装配式剪力墙的施工方法

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0598635A (ja) * 1991-10-09 1993-04-20 Kajima Corp 地下連続壁の鉄筋カゴ接合工法
KR101499811B1 (ko) * 2014-01-02 2015-03-10 이승우 선조립 벽체 골조 유니트 및 이를 이용한 선조립 벽체의 시공 방법
KR20170013011A (ko) * 2015-07-27 2017-02-06 주식회사 네비엔 더블 월 피씨들의 접합 시공방법 및 이에 의한 접합구조
KR20170013009A (ko) * 2015-07-27 2017-02-06 주식회사 네비엔 더블 월 피씨들의 접합 시공방법 및 이에 의한 접합구조, 이를 이용한 지하주차장 및 우수저류조의 시공방법
JP2017082527A (ja) * 2015-10-29 2017-05-18 大成ユーレック株式会社 プレキャストコンクリート板の接合構造および接合方法

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0598635A (ja) * 1991-10-09 1993-04-20 Kajima Corp 地下連続壁の鉄筋カゴ接合工法
KR101499811B1 (ko) * 2014-01-02 2015-03-10 이승우 선조립 벽체 골조 유니트 및 이를 이용한 선조립 벽체의 시공 방법
KR20170013011A (ko) * 2015-07-27 2017-02-06 주식회사 네비엔 더블 월 피씨들의 접합 시공방법 및 이에 의한 접합구조
KR20170013009A (ko) * 2015-07-27 2017-02-06 주식회사 네비엔 더블 월 피씨들의 접합 시공방법 및 이에 의한 접합구조, 이를 이용한 지하주차장 및 우수저류조의 시공방법
JP2017082527A (ja) * 2015-10-29 2017-05-18 大成ユーレック株式会社 プレキャストコンクリート板の接合構造および接合方法

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KR102187086B1 (ko) 2020-12-04

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