Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP7454005B2 - Wall member joining structure and wall member joining method - Google Patents
[go: Go Back, main page]

JP7454005B2 - Wall member joining structure and wall member joining method - Google Patents

Wall member joining structure and wall member joining method Download PDF

Info

Publication number
JP7454005B2
JP7454005B2 JP2022024502A JP2022024502A JP7454005B2 JP 7454005 B2 JP7454005 B2 JP 7454005B2 JP 2022024502 A JP2022024502 A JP 2022024502A JP 2022024502 A JP2022024502 A JP 2022024502A JP 7454005 B2 JP7454005 B2 JP 7454005B2
Authority
JP
Japan
Prior art keywords
wall
protrusion
wall surface
hole
wall member
Prior art date
Legal status (The legal status 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 status listed.)
Active
Application number
JP2022024502A
Other languages
Japanese (ja)
Other versions
JP2023116367A (en
Inventor
徹志 閑田
紀雄 鈴木
大樹 日向
浩輔 石関
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Publication of JP2023116367A publication Critical patent/JP2023116367A/en
Application granted granted Critical
Publication of JP7454005B2 publication Critical patent/JP7454005B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Description

本発明は、壁部材接合構造及び壁部材接合方法に関するものである。 The present invention relates to a wall member joining structure and a wall member joining method.

コンクリート製の部材同士を接合する技術が知られている。例えば、特許文献1には、プレキャストコンクリート製の壁部材の端面同士を接合する技術が開示されている。また、特許文献1には、プレキャストコンクリート製の壁部材の端面と、プレキャストコンクリート製の柱部材の側面とを接合する技術が開示されている。 Techniques for joining concrete members together are known. For example, Patent Document 1 discloses a technique for joining end surfaces of precast concrete wall members. Further, Patent Document 1 discloses a technique for joining an end surface of a wall member made of precast concrete and a side surface of a column member made of precast concrete.

特開2018‐123644号公報Unexamined Japanese Patent Publication No. 2018-123644

ところで、近年では、PPVC(Pre-fabricated Pre-finishedVolumetric Modular Construction)と呼ばれる工法が行われている。PPVCでは、例えば、住宅等の部屋に相当する部分の躯体と内装を工場でユニットとして製作し、各ユニットを現地に搬送して積み上げる(組み合わされる)ことにより建物が建設される。PPVCでは、互いに組み合わせた一対のユニットの壁部材の壁面同士を互いに対向させつつ壁部材の壁面同士を要求される強度で接合する必要がある。そのため一対の壁部材の壁面同士を所望の強度で接合する技術が望まれている。 Incidentally, in recent years, a construction method called PPVC (Pre-fabricated Pre-finished Volumetric Modular Construction) has been used. In PPVC, for example, a building is constructed by manufacturing the frame and interior of parts corresponding to the rooms of a house as units in a factory, and transporting each unit to the site and stacking (combining) them. In PPVC, it is necessary to connect the wall surfaces of a pair of unit wall members combined with each other with a required strength while facing each other. Therefore, a technique is desired for joining the wall surfaces of a pair of wall members with desired strength.

そこで本発明は、一対の壁部材の壁面同士を所望の強度で接合する壁部材接合構造及び壁部材接合方法を提供することを目的とする。 Therefore, an object of the present invention is to provide a wall member joining structure and a wall member joining method for joining the wall surfaces of a pair of wall members with desired strength.

本発明は、第1壁面を有する第1壁部材と、第1壁面と対向する第2壁面を有する第2壁部材と、第1壁面から突出した第1突出部を有する第1突出部材と、第2壁面から突出した第2突出部を有する第2突出部材と、第1壁面と第2壁面との間に充填された充填材とを備えた壁部材接合構造である。 The present invention includes: a first wall member having a first wall surface; a second wall member having a second wall surface facing the first wall surface; a first protruding member having a first protrusion protruding from the first wall surface; The wall member joining structure includes a second projecting member having a second projecting portion projecting from the second wall surface, and a filler filled between the first wall surface and the second wall surface.

この構成によれば、第1壁面を有する第1壁部材と、第1壁面と対向する第2壁面を有する第2壁部材とを備えた壁部材接合構造において、第1突出部材の第1突出部が第1壁面から突出し、第2突出部材の第2突出部が第2壁面から突出し、第1突出部が突出する第1壁面と第2突出部が突出する第2壁面との間に充填材が充填されている。そのため、第1突出部材、充填材及び第2突出部材を介して、第1壁部材と第2壁部材とを互いに引き離す力及び第1壁部材と第2壁部材とを第1壁面及び第2壁面に沿った方向にせん断する力が伝達され、第1壁部材の第1壁面と第2壁部材の第2壁面とを所望の耐力で接合することができ、一対の壁部材の壁面同士を所望の耐力で接合することができる。 According to this configuration, in the wall member joining structure including the first wall member having the first wall surface and the second wall member having the second wall surface facing the first wall surface, the first protrusion of the first protrusion member a second protruding part of the second protruding member protrudes from the second wall surface, and filling is provided between the first wall surface from which the first protruding part protrudes and the second wall surface from which the second protruding part protrudes. filled with material. Therefore, a force that separates the first wall member and the second wall member from each other and a force that separates the first wall member and the second wall member from each other through the first protruding member, the filler, and the second protruding member are applied to the first wall surface and the second wall member. A shearing force is transmitted in the direction along the wall surface, and the first wall surface of the first wall member and the second wall surface of the second wall member can be joined with a desired proof strength, and the wall surfaces of the pair of wall members can be joined together. It is possible to join with the desired yield strength.

上記本発明の壁部材接合構造では、第1突出部は、側方に貫通する第1貫通孔部を有する鋼板であり、第2突出部は、側方に貫通する第2貫通孔部を有する鋼板であることが好適である。 In the above-described wall member joining structure of the present invention, the first protrusion is a steel plate having a first through-hole that penetrates laterally, and the second protrusion has a second through-hole that penetrates laterally. Preferably, it is a steel plate.

この構成によれば、第1突出部材の第1突出部及び第2突出部材の第2突出部は、それぞれ側方に貫通する第1貫通孔部及び第2貫通孔部を有する鋼板であり、側方に貫通する第1貫通孔部及び第2貫通孔部には充填材が充填される。そのため、第1貫通孔部及び第2貫通孔部に充填された充填材を介して力がより確実に伝達され、第1壁部材と第2壁部材とを互いに引き離す力及び第1壁部材と第2壁部材とを第1壁面及び第2壁面に沿った方向にせん断する力に対する耐力を向上させることができる。 According to this configuration, the first protrusion part of the first protrusion member and the second protrusion part of the second protrusion member are steel plates each having a first through hole part and a second through hole part that penetrate laterally, The first through-hole portion and the second through-hole portion that penetrate laterally are filled with a filler. Therefore, the force is transmitted more reliably through the filler filled in the first through hole and the second through hole, and the force that separates the first wall member and the second wall member from each other and the force that separates the first wall member from each other. It is possible to improve the resistance against a force that shears the second wall member in the direction along the first wall surface and the second wall surface.

また、第1壁面と第2壁面との間に挿入された挿入部材をさらに備え、第1壁面と第2壁面との間を視る側面視で、第1突出部と挿入部材とは互いに重なり合う部分を有し、第2突出部と挿入部材とは互いに重なり合う部分を有することが好適である。 The invention further includes an insertion member inserted between the first wall surface and the second wall surface, and the first protrusion and the insertion member overlap each other in a side view looking between the first wall surface and the second wall surface. Preferably, the second protrusion and the insertion member have a mutually overlapping portion.

この構成によれば、第1壁面と第2壁面との間に挿入された挿入部材をさらに備え、第1壁面と第2壁面との間を視る側面視で、第1突出部と挿入部材とは互いに重なり合う部分を有し、第2突出部と挿入部材とは互いに重なり合う部分を有する。そのため、第1突出部と第2突出部との間で充填材及び挿入部材を介して力がより確実に伝達され、第1壁部材と第2壁部材とを互いに引き離す力及び第1壁部材と第2壁部材とを第1壁面及び第2壁面に沿った方向にせん断する力に対する耐力をさらに向上させることができる。 According to this configuration, it further includes an insertion member inserted between the first wall surface and the second wall surface, and in a side view looking between the first wall surface and the second wall surface, the first protrusion and the insertion member have mutually overlapping portions, and the second protrusion and the insertion member have mutually overlapping portions. Therefore, the force is more reliably transmitted between the first protrusion and the second protrusion through the filler and the insertion member, and the force that separates the first wall member and the second wall member from each other and the first wall member It is possible to further improve the resistance against a force that shears the second wall member and the second wall member in the direction along the first wall surface and the second wall surface.

また、第1壁面と第2壁面との間に挿入された挿入部材をさらに備え、挿入部材は、側方に貫通する第3貫通孔部と、側方に貫通する第4貫通孔部とを有し、第1壁面と第2壁面との間を視る側面視で、第1貫通孔部と第3貫通孔部とが互いに重なり合う部分を有し、第2貫通孔部と第4貫通孔部とが互いに重なり合う部分を有し、第1貫通孔部及び第3貫通孔部に挿通されている鉄筋をさらに備え、第2貫通孔部及び第4貫通孔部に挿通されている鉄筋をさらに備えることが好適である。 The invention further includes an insertion member inserted between the first wall surface and the second wall surface, and the insertion member has a third through hole portion that penetrates laterally and a fourth through hole portion that penetrates laterally. has a portion where the first through hole portion and the third through hole portion overlap with each other in a side view looking between the first wall surface and the second wall surface, and the second through hole portion and the fourth through hole portion have a portion where the first through hole portion and the third through hole portion overlap each other; and a reinforcing bar inserted into the first through-hole part and the third through-hole part, and further comprising a reinforcing bar inserted into the second through-hole part and the fourth through-hole part. It is preferable to have one.

この構成によれば、壁部材接合構造は、第1突出部材の第1貫通孔部及び挿入部材の第3貫通孔部に挿通されている鉄筋を備え、第2突出部材の第2貫通孔部及び挿入部材の第4貫通孔部に挿通されている鉄筋を備えるため、第1壁部材と第2壁部材とを互いに引き離す力及び第1壁部材と第2壁部材とを第1壁面及び第2壁面に沿った方向にせん断する力に対する耐力をさらに向上させることができる。 According to this configuration, the wall member joining structure includes a reinforcing bar inserted through the first through hole of the first protruding member and the third through hole of the insertion member, and the reinforcing bar is inserted into the second through hole of the second protruding member. and a reinforcing bar inserted into the fourth through hole of the insertion member, so that the force that separates the first wall member and the second wall member from each other and the force that separates the first wall member and the second wall member from each other on the first wall surface and the second wall member The resistance against shearing force in the direction along the two wall surfaces can be further improved.

また、第1壁面と第2壁面との間を視る側面視で、第1突出部と第2突出部とは互いに重なり合う部分を有することが好適である。 Further, it is preferable that the first protrusion and the second protrusion have portions that overlap each other in a side view looking between the first wall surface and the second wall surface.

この構成によれば、第1壁面と第2壁面との間を視る側面視で、第1突出部と第2突出部とは互いに重なり合う部分を有する。そのため、第1突出部と第2突出部との間で充填材を介して力がより確実に伝達され、第1壁部材と第2壁部材とを互いに引き離す力及び第1壁部材と第2壁部材とを第1壁面及び第2壁面に沿った方向にせん断する力に対する耐力をさらに向上させることができる。 According to this configuration, the first protrusion and the second protrusion have portions that overlap with each other in a side view looking between the first wall surface and the second wall surface. Therefore, the force is more reliably transmitted between the first protrusion and the second protrusion through the filler, and the force that separates the first wall member and the second wall member from each other and the force that separates the first wall member and the second wall member from each other. It is possible to further improve the resistance against the force that shears the wall member in the direction along the first wall surface and the second wall surface.

また、第1壁面と第2壁面との間を視る側面視で、第1貫通孔部と第2貫通孔部とは互いに重なり合う部分を有し、第1貫通孔部及び第2貫通孔部に挿通された鉄筋を備えることが好適である。 Further, in a side view looking between the first wall surface and the second wall surface, the first through hole section and the second through hole section have a portion that overlaps with each other, and the first through hole section and the second through hole section It is preferable to provide a reinforcing bar inserted through the

この構成によれば、壁部材接合構造は、第1突出部の第1貫通孔部及び第2突出部の第2貫通孔部に挿通された鉄筋を備えるため、第1壁部材と第2壁部材とを互いに引き離す力及び第1壁部材と第2壁部材とを第1壁面及び第2壁面に沿った方向にせん断する力に対する耐力をさらに向上させることができる。 According to this configuration, since the wall member joining structure includes the reinforcing bars inserted into the first through hole of the first protrusion and the second through hole of the second protrusion, the first wall member and the second wall It is possible to further improve the resistance against the force that separates the members from each other and the force that shears the first wall member and the second wall member in the direction along the first wall surface and the second wall surface.

一方、本発明は、第1壁面を有する第1壁部材と、第2壁面を有する第2壁部材とを、第1壁面と第2壁面とが互いに対向するように配置した後に、第1壁面と第2壁面との間に充填材を充填する壁部材接合方法であって、第1壁部材は、第1壁面から突出した第1突出部を含む第1突出部材を有し、第2壁部材は、第2壁面から突出した第2突出部を含む第2突出部材を有する壁部材接合方法である。 On the other hand, in the present invention, after arranging a first wall member having a first wall surface and a second wall member having a second wall surface so that the first wall surface and the second wall surface face each other, and a second wall surface, wherein the first wall member has a first protrusion member including a first protrusion portion protruding from the first wall surface, and the first wall member has a first protrusion member including a first protrusion protruding from the first wall surface, The member includes a second protruding member including a second protruding portion protruding from a second wall surface.

本発明の壁部材接合構造及び壁部材接合方法によれば、一対の壁部材の壁面同士を所望の強度で接合することができる。 According to the wall member joining structure and wall member joining method of the present invention, the wall surfaces of a pair of wall members can be joined with desired strength.

(A)は第1実施形態に係る壁部材接合方法において第1壁面と第2壁面とが互いに対向するように第1壁部材と第2壁部材とが配置され、第1壁面と第2壁面との間に充填材が充填されていない状態を示す平面図であり、(B)は(A)のα線による縦断面図である。(A) is a wall member joining method according to the first embodiment in which a first wall member and a second wall member are arranged so that the first wall surface and the second wall surface face each other, and the first wall surface and the second wall surface FIG. 4B is a plan view showing a state in which no filler is filled between the two, and FIG. (A)は第1実施形態に係る壁部材接合構造を示す平面図であり、(B)は(A)のβ線による縦断面図である。(A) is a plan view showing the wall member joining structure according to the first embodiment, and (B) is a longitudinal cross-sectional view taken along the β line of (A). 第2実施形態に係る壁部材接合構造を示す平面図である。It is a top view which shows the wall member joining structure based on 2nd Embodiment. (A)は第3実施形態に係る壁部材接合構造を示す平面図であり、(B)は(A)のγ線による縦断面図である。(A) is a plan view showing a wall member joining structure according to a third embodiment, and (B) is a longitudinal cross-sectional view taken along a γ-ray in (A). (A)は第4実施形態に係る壁部材接合構造を示す平面図であり、(B)は(A)のδ線による縦断面図である。(A) is a plan view showing a wall member joining structure according to a fourth embodiment, and (B) is a longitudinal cross-sectional view taken along the δ line of (A). (A)は第5実施形態に係る壁部材接合構造を示す平面図であり、(B)は(A)のε線による縦断面図である。(A) is a plan view showing a wall member joining structure according to a fifth embodiment, and (B) is a longitudinal cross-sectional view taken along the ε line in (A). (A)は第6実施形態に係る壁部材接合構造を示す平面図であり、(B)は(A)のζ線による縦断面図である。(A) is a plan view showing a wall member joining structure according to a sixth embodiment, and (B) is a longitudinal cross-sectional view taken along the ζ line in (A). (A)は第7実施形態に係る壁部材接合構造を示す平面図であり、(B)は(A)のη線による縦断面図である。(A) is a plan view showing a wall member joining structure according to a seventh embodiment, and (B) is a longitudinal cross-sectional view taken along the η line of (A).

以下、本発明の実施形態について図面を参照しつつ説明する。図1(A)、図1(B)、図2(A)及び図2(B)に示すように、本発明の第1実施形態に係る壁部材接合構造1Aは、上下方向に延在する第1壁面11を有する第1壁部材10Aと、上下方向に延在しつつ第1壁面11と対向する第2壁面21を有する第2壁部材20Aとを備える。第1壁部材10A及び第2壁部材20Aは、例えば、鉄筋コンクリートにより形成されている。図2(A)及び図2(B)に示すように、壁部材接合構造1Aは、第1壁面11と第2壁面21との間に充填されたモルタル等の充填材60を備える。 Embodiments of the present invention will be described below with reference to the drawings. As shown in FIGS. 1(A), 1(B), 2(A), and 2(B), the wall member joining structure 1A according to the first embodiment of the present invention extends in the vertical direction. It includes a first wall member 10A having a first wall surface 11, and a second wall member 20A having a second wall surface 21 extending in the vertical direction and facing the first wall surface 11. The first wall member 10A and the second wall member 20A are made of reinforced concrete, for example. As shown in FIGS. 2(A) and 2(B), the wall member joining structure 1A includes a filler 60 such as mortar filled between the first wall surface 11 and the second wall surface 21.

本実施形態の壁部材接合構造1A及び壁部材接合方法は、例えば、PPVCで、プレキャストコンクリート造で、工場生産されたユニットを現地で組み合わせ一体化して建物が建設される際に、互いに組み合わせた一対のユニットの壁部材の壁面同士を互いに対向させつつ壁部材の壁面同士を接合するために適用される。したがって、例えば、第1壁部材10A及び第2壁部材20Aは、PPVCにおけるユニットの壁を構成する。 The wall member joining structure 1A and the wall member joining method of the present embodiment are, for example, a pair of PPVC, precast concrete, and factory-produced units that are combined and integrated on-site to construct a building. It is applied to join the wall surfaces of the wall members of the unit while making the wall surfaces of the wall members face each other. Therefore, for example, the first wall member 10A and the second wall member 20A constitute a wall of a unit in PPVC.

まず、説明の便宜のため、第1壁面11と第2壁面21との間に充填材60が充填されていない状態を示す図1(A)及び図1(B)を主に参照しつつ説明する。図1(A)及び図1(B)に示すように、第1壁面11は第1壁面11の他の部位より窪んだ第1凹部12を有し、第2壁面21は第2壁面21の他の部位より窪んだ第2凹部22を有する。第1凹部12は第1壁面11の上下方向に延在し、第2凹部22は第2壁面21の上下方向に延在する。第1壁面11は側方に配列された複数の第1凹部12を有し、第2壁面21は側方に配列された複数の第2凹部22を有する。複数の第1凹部12のそれぞれと、複数の第2凹部22のそれぞれとは互いに対向している。 First, for convenience of explanation, the description will be made mainly with reference to FIGS. do. As shown in FIGS. 1(A) and 1(B), the first wall surface 11 has a first recess 12 that is depressed from other parts of the first wall surface 11, and the second wall surface 21 has a It has a second recess 22 that is more depressed than other parts. The first recess 12 extends in the vertical direction of the first wall surface 11, and the second recess 22 extends in the vertical direction of the second wall surface 21. The first wall surface 11 has a plurality of first recesses 12 arranged laterally, and the second wall surface 21 has a plurality of second recesses 22 arranged laterally. Each of the plurality of first recesses 12 and each of the plurality of second recesses 22 face each other.

なお、第1壁面11の第1凹部12以外の部位と、第2壁面21の第2凹部22以外の部位とは、所定の間隔で離隔していてもよく、互いに当接していてもよい。また、第1壁面11と第2壁面21とが所定の間隔で離隔している場合は、第1凹部12及び第2凹部22は省略され、第1壁面11及び第2壁面21は平坦面であってもよい。 Note that the portion of the first wall surface 11 other than the first recess 12 and the portion of the second wall surface 21 other than the second recess 22 may be separated by a predetermined interval or may be in contact with each other. Further, when the first wall surface 11 and the second wall surface 21 are separated by a predetermined interval, the first recess 12 and the second recess 22 are omitted, and the first wall surface 11 and the second wall surface 21 are flat surfaces. There may be.

壁部材接合構造1Aは、第1壁面11の第1凹部12から突出した第1突出部材30Aの第1突出部33Aと、第2壁面21の第2凹部22から突出した第2突出部材40Aの第2突出部43Aとを備える。第1突出部材30Aは第1壁部材10Aに埋設された基部31を有し、第2突出部材40Aは第2壁部材20Aに埋設された基部41を有する。基部31は第1壁面11に表裏面が平行な鋼板であり、基部41は第2壁面21に表裏面が平行な鋼板である。なお、第1突出部材30Aおよび第2突出部材40Aは、第1壁部材10Aおよび第2壁部材20Aに埋設されている部分と突出している部分(第1突出部33Aおよび第2突出部43A)を有していればよく、形態は限定されない。例えば、プレートやT型の部材であってもよい。 The wall member joining structure 1A includes a first protrusion 33A of the first protrusion member 30A protruding from the first recess 12 of the first wall surface 11 and a second protrusion member 40A protruding from the second recess 22 of the second wall surface 21. 43 A of 2nd protrusion parts. The first protruding member 30A has a base 31 embedded in the first wall member 10A, and the second protruding member 40A has a base 41 embedded in the second wall member 20A. The base 31 is a steel plate whose front and back surfaces are parallel to the first wall surface 11, and the base 41 is a steel plate whose front and back surfaces are parallel to the second wall surface 21. Note that the first protruding member 30A and the second protruding member 40A have a portion buried in the first wall member 10A and the second wall member 20A and a protruding portion (first protruding portion 33A and second protruding portion 43A). The form is not limited as long as it has the following. For example, it may be a plate or a T-shaped member.

第1突出部33Aは、第1壁面11に対して表裏面が垂直な鋼板であり、第1壁面11の上端部から下端部までの一部の範囲で上下方向に延在している。第2突出部43Aは、第2壁面21に対して表裏面が垂直な鋼板であり、第2壁面21の上端部から下端部までの一部の範囲で上下方向に延在している。なお、第1突出部33Aは、第1壁面11の上端部から下端部までの全範囲で上下方向に延在し、第2突出部43Aは、第2壁面21の上端部から下端部までの全範囲で上下方向に延在していていてもよい。 The first protrusion 33A is a steel plate whose front and back surfaces are perpendicular to the first wall surface 11, and extends vertically over a portion of the first wall surface 11 from the upper end to the lower end. The second protrusion 43A is a steel plate whose front and back surfaces are perpendicular to the second wall surface 21, and extends vertically over a portion of the second wall surface 21 from the upper end to the lower end. Note that the first protrusion 33A may extend vertically over the entire range from the upper end to the lower end of the first wall surface 11, and the second protrusion 43A may extend vertically over the entire range from the upper end to the lower end of the second wall surface 21.

第1突出部33Aおよび第2突出部43Aの長さは特に限定されないが、第1突出部33Aの先端33tは第1凹部12の内部に位置し、第2突出部43Aの先端43tは第2凹部22の内部に位置していると好適である。つまり、図1(B)に示すような第1壁面11と第2壁面21との間を視る側面視で、第1突出部33Aの先端33tおよび第2突出部43Aの先端43tは、第1壁面11の第1凹部12以外の部分と第2壁面21の第2凹部22以外の部分から突出しない。 Although the lengths of the first protrusion 33A and the second protrusion 43A are not particularly limited, the tip 33t of the first protrusion 33A is located inside the first recess 12, and the tip 43t of the second protrusion 43A is located in the second recess 12. Preferably, it is located inside the recess 22. That is, in a side view looking between the first wall surface 11 and the second wall surface 21 as shown in FIG. 1(B), the tip 33t of the first protrusion 33A and the tip 43t of the second protrusion 43A It does not protrude from a portion of the first wall surface 11 other than the first recess 12 and from a portion of the second wall surface 21 other than the second recess 22.

壁部材接合構造1Aは、複数の第1凹部12のそれぞれの上端部及び下端部から突出した複数の第1突出部33Aと、複数の第2凹部22のそれぞれの上端部及び下端部から突出した複数の第2突出部43Aとを備える。壁部材接合構造1Aは、第1凹部12の上端部以外の部位及び下端部以外の部位、例えば、第1凹部12の中央部から突出した第1突出部33Aと、第2凹部22の上端部以外の部位及び下端部以外の部位、例えば、第2凹部22の中央部から突出した第2突出部43Aとを備えていてもよい。第1突出部材30Aの第1突出部33Aと第2突出部材40Aの第2突出部43Aとは、互いに対向している。なお、第1突出部33Aと第2突出部43Aとは、施工誤差等で互いの位置が多少ずれていてもよい。 The wall member joining structure 1A includes a plurality of first protrusions 33A that protrude from the upper and lower ends of each of the plurality of first recesses 12, and a plurality of first protrusions 33A that protrude from the upper and lower ends of each of the plurality of second recesses 22. It includes a plurality of second protrusions 43A. The wall member joining structure 1A includes a portion other than the upper end of the first recess 12 and a portion other than the lower end, for example, a first protrusion 33A protruding from the center of the first recess 12 and an upper end of the second recess 22. For example, the second protrusion 43A protruding from the center of the second recess 22 may be provided. The first protrusion 33A of the first protrusion member 30A and the second protrusion 43A of the second protrusion member 40A face each other. Note that the positions of the first protrusion 33A and the second protrusion 43A may be slightly shifted from each other due to construction errors or the like.

第1突出部33Aは側方に貫通する第1貫通孔部34を有し、第2突出部43Aは側方に貫通する第2貫通孔部44を有する。図1(B)の例では、第1突出部33Aは上下方向に配置された2つの第1貫通孔部34を有し、第2突出部43Aは上下方向に配置された2つの第2貫通孔部44を有する。しかし、第1突出部33A及び第2突出部43Aは、1又は3以上の貫通孔部を有していてもよい。なお、貫通孔部の位置は限定されない。 The first protruding portion 33A has a first through hole portion 34 that penetrates laterally, and the second protruding portion 43A has a second through hole portion 44 that penetrates laterally. In the example of FIG. 1B, the first protrusion 33A has two first through-holes 34 arranged in the vertical direction, and the second protrusion 43A has two second through-holes 34 arranged in the vertical direction. It has a hole 44. However, the first protrusion 33A and the second protrusion 43A may have one or three or more through holes. Note that the position of the through hole is not limited.

壁部材接合構造1Aは、第1壁面11の第1凹部12と第2壁面21の第2凹部22との間に挿入された挿入部材50を備える。第1壁面11と第2壁面21との間を視る側面視で、第1突出部材30Aの第1突出部33Aと挿入部材50とは互いに重なり合う部分を有し、第2突出部材40Aの第2突出部43Aと挿入部材50とは互いに重なり合う部分を有する。挿入部材50は、第1壁面11及び第2壁面21に対して表裏面が略垂直な鋼板であってもよい。挿入部材50は、第1凹部12及び第2凹部22の上端部から下端部まで延在する。挿入部材50は、第1突出部33A及び第2突出部43Aの表裏面と略平行に配置される。 The wall member joining structure 1A includes an insertion member 50 inserted between the first recess 12 of the first wall surface 11 and the second recess 22 of the second wall surface 21. In a side view looking between the first wall surface 11 and the second wall surface 21, the first protrusion part 33A of the first protrusion member 30A and the insertion member 50 have a mutually overlapping part, and the The second protrusion 43A and the insertion member 50 have portions that overlap with each other. The insertion member 50 may be a steel plate whose front and back surfaces are substantially perpendicular to the first wall surface 11 and the second wall surface 21. The insertion member 50 extends from the upper end to the lower end of the first recess 12 and the second recess 22. The insertion member 50 is arranged substantially parallel to the front and back surfaces of the first protrusion 33A and the second protrusion 43A.

本実施形態では、挿入部材50と第1突出部33A及び第2突出部43Aとは、第1突出部33A、第2突出部43A又は挿入部材50の鋼板の厚さ程度の任意の間隔により離隔している。なお、第1突出部材30Aの第1突出部33Aと挿入部材50とが互いに重なり合う部分を有し、第2突出部材40Aの第2突出部43Aと挿入部材50とが互いに重なり合う部分を有するように、第1凹部12及び第2凹部22の上端部から下端部までの間で挿入部材50は複数に分割された部材であってもよい。 In this embodiment, the insertion member 50, the first protrusion 33A, and the second protrusion 43A are separated by an arbitrary distance approximately equal to the thickness of the first protrusion 33A, the second protrusion 43A, or the steel plate of the insertion member 50. are doing. Note that the first protrusion 33A of the first protrusion member 30A and the insertion member 50 have a portion where they overlap with each other, and the second protrusion 43A of the second protrusion member 40A and the insertion member 50 have a portion where they overlap with each other. The insertion member 50 may be a member divided into a plurality of parts between the upper end and the lower end of the first recess 12 and the second recess 22.

本実施形態では、挿入部材50は、第1壁面11の側に側方に貫通する第3貫通孔部51を有し、第2壁面21の側に側方に貫通する第4貫通孔部52を有する。第1壁面11と第2壁面21との間を視る側面視で、第1突出部33Aの第1貫通孔部34と挿入部材50の第3貫通孔部51とは互いに重なり合う部分を有し、第2突出部43Aの第2貫通孔部44と挿入部材50の第4貫通孔部52とは互いに重なり合う部分を有する。 In this embodiment, the insertion member 50 has a third through hole portion 51 that penetrates laterally on the first wall surface 11 side, and a fourth through hole portion 52 that penetrates laterally on the second wall surface 21 side. has. In a side view looking between the first wall surface 11 and the second wall surface 21, the first through hole portion 34 of the first protrusion 33A and the third through hole portion 51 of the insertion member 50 have a portion that overlaps with each other. , the second through-hole portion 44 of the second protrusion 43A and the fourth through-hole portion 52 of the insertion member 50 have portions that overlap with each other.

本実施形態の壁部材接合方法により、上記のような壁部材接合構造1Aを形成する際には、図1(A)及び図1(B)に示すように、第1壁面11の第1凹部12と第2壁面21の第2凹部22とが互いに対向するように、第1壁部材10Aと第2壁部材20Aとが配置される。第1壁部材10Aと第2壁部材20Aとが配置された後に、第1凹部12と第2凹部22との間に挿入部材50が、例えば、第1凹部12及び第2凹部22の上端部から挿入される。図2(A)及び図2(B)に示すように、挿入部材50が挿入された後に、第1壁面11と第2壁面21との間にモルタル等の充填材60が充填される。充填材60が固化することにより、第1壁部材10Aと第2壁部材20Aとが互いに接合された壁部材接合構造1Aが形成される。 When forming the wall member joining structure 1A as described above by the wall member joining method of the present embodiment, as shown in FIGS. 1(A) and 1(B), The first wall member 10A and the second wall member 20A are arranged such that the first wall member 12 and the second recess 22 of the second wall surface 21 face each other. After the first wall member 10A and the second wall member 20A are arranged, the insertion member 50 is inserted between the first recess 12 and the second recess 22, for example, at the upper end portions of the first recess 12 and the second recess 22. inserted from. As shown in FIGS. 2(A) and 2(B), after the insertion member 50 is inserted, a filler 60 such as mortar is filled between the first wall surface 11 and the second wall surface 21. By solidifying the filler 60, a wall member joining structure 1A in which the first wall member 10A and the second wall member 20A are joined to each other is formed.

本実施形態によれば、第1壁面11を有する第1壁部材10Aと、第1壁面11と対向する第2壁面21を有する第2壁部材20Aとを備えた壁部材接合構造1Aにおいて、第1突出部材30Aの第1突出部33Aが第1壁面11から突出し、第2突出部材40Aの第2突出部43Aが第2壁面21から突出し、第1突出部33Aが突出する第1壁面11と第2突出部43Aが突出する第2壁面21との間に充填材60が充填されている。そのため、第1突出部材30A、充填材60及び第2突出部材40Aを介して、第1壁部材10Aと第2壁部材20Aとを互いに引き離す力及び第1壁部材10Aと第2壁部材20Aとを第1壁面11及び第2壁面21に沿った方向にせん断する力が伝達され、第1壁部材10Aの第1壁面11と第2壁部材20Aの第2壁面21とを所望の耐力で接合することができ、一対の壁部材の壁面同士を所望の耐力で接合することができる。 According to the present embodiment, in the wall member joining structure 1A including the first wall member 10A having the first wall surface 11 and the second wall member 20A having the second wall surface 21 facing the first wall surface 11, The first protrusion 33A of the first protrusion member 30A protrudes from the first wall surface 11, the second protrusion 43A of the second protrusion member 40A protrudes from the second wall surface 21, and the first wall surface 11 from which the first protrusion 33A protrudes. A filler 60 is filled between the second protrusion 43A and the second wall surface 21 from which it protrudes. Therefore, a force that separates the first wall member 10A and the second wall member 20A from each other and a force that separates the first wall member 10A and the second wall member 20A through the first protruding member 30A, the filler 60, and the second protruding member 40A are generated. A shearing force is transmitted in the direction along the first wall surface 11 and the second wall surface 21, and the first wall surface 11 of the first wall member 10A and the second wall surface 21 of the second wall member 20A are joined with a desired proof strength. Therefore, the wall surfaces of the pair of wall members can be joined with a desired proof strength.

また、本実施形態では、第1突出部材30Aの第1突出部33A及び第2突出部材40Aの第2突出部43Aは、それぞれ側方に貫通する第1貫通孔部34及び第2貫通孔部44を有する鋼板であり、側方に貫通する第1貫通孔部34及び第2貫通孔部44には充填材60が充填される。そのため、第1貫通孔部34及び第2貫通孔部44に充填された充填材60を介して力がより確実に伝達され、第1壁部材10Aと第2壁部材20Aとを互いに引き離す力及び第1壁部材10Aと第2壁部材20Aとを第1壁面11及び第2壁面21に沿った方向にせん断する力に対する耐力を向上させることができる。 In addition, in the present embodiment, the first protruding part 33A of the first protruding member 30A and the second protruding part 43A of the second protruding member 40A are the first through-hole part 34 and the second through-hole part that penetrate laterally, respectively. 44, and the first through hole portion 34 and the second through hole portion 44 that penetrate laterally are filled with a filler 60. Therefore, the force is transmitted more reliably via the filler 60 filled in the first through-hole portion 34 and the second through-hole portion 44, and the force that separates the first wall member 10A and the second wall member 20A from each other and It is possible to improve the resistance against a force that shears the first wall member 10A and the second wall member 20A in the direction along the first wall surface 11 and the second wall surface 21.

また、本実施形態では、第1壁面11と第2壁面21との間に挿入された挿入部材50をさらに備え、第1壁面11と第2壁面21との間を視る側面視で、第1突出部材30Aの第1突出部33Aと挿入部材50とは互いに重なり合う部分を有し、第2突出部材40Aの第2突出部43Aと挿入部材50とは互いに重なり合う部分を有する。そのため、第1突出部材30Aと第2突出部材40Aとの間で充填材60及び挿入部材50を介して力がより確実に伝達され、第1壁部材10Aと第2壁部材20Aとを互いに引き離す力及び第1壁部材10Aと第2壁部材20Aとを第1壁面11及び第2壁面21に沿った方向にせん断する力に対する耐力をさらに向上させることができる。 In addition, in this embodiment, the insertion member 50 is further provided inserted between the first wall surface 11 and the second wall surface 21, and in a side view looking between the first wall surface 11 and the second wall surface 21, The first protrusion 33A of the first protrusion member 30A and the insertion member 50 have portions that overlap with each other, and the second protrusion 43A of the second protrusion member 40A and the insertion member 50 have portions that overlap with each other. Therefore, force is more reliably transmitted between the first protruding member 30A and the second protruding member 40A via the filler 60 and the insertion member 50, and the first wall member 10A and the second wall member 20A are separated from each other. It is possible to further improve the resistance against force and the force that shears the first wall member 10A and the second wall member 20A in the direction along the first wall surface 11 and the second wall surface 21.

また、本実施形態では、第1壁面11と第2壁面21との間を視る側面視で、第1突出部材30Aの第1突出部33Aと第2突出部材40Aの第2突出部43Aとが互いに重なり合う部分を有さなくても、第1突出部材30Aと挿入部材50とが互いに重なり合う部分を有し、第2突出部材40Aと挿入部材50とが互いに重なり合う部分を有すれば、第1突出部材30Aと第2突出部材40Aとの間で挿入部材50を介して力が伝達されるため、第1突出部材30Aの第1突出部33Aの第1壁面11からの突出長及び第2突出部材40Aの第2突出部43Aの第2壁面21からの突出長を短くすることができる。第1突出部33Aの先端33tを第1凹部12の内部に位置させ、第2突出部43Aの先端43tを第2凹部22の内部に位置させることもできる。これにより、ユニットの建方を行う際など、第1突出部33Aあるいは第2突出部43Aが作業の障害になることが低減され、容易にユニットの建方を行うことができ、第1壁部材10Aと第2壁部材20Aとを接合する際の作業性が向上する。 In addition, in this embodiment, in a side view looking between the first wall surface 11 and the second wall surface 21, the first protrusion 33A of the first protrusion member 30A and the second protrusion 43A of the second protrusion member 40A. Even if the first protruding member 30A and the insertion member 50 have an overlapping portion, and the second protruding member 40A and the insertion member 50 have an overlapping portion, the first Since force is transmitted between the protrusion member 30A and the second protrusion member 40A via the insertion member 50, the protrusion length from the first wall surface 11 of the first protrusion 33A of the first protrusion member 30A and the second protrusion are The protrusion length of the second protrusion 43A of the member 40A from the second wall surface 21 can be shortened. The tip 33t of the first protrusion 33A may be located inside the first recess 12, and the tip 43t of the second protrusion 43A may be located inside the second recess 22. As a result, when erecting the unit, the first protrusion 33A or the second protrusion 43A is less likely to become an obstacle to work, the unit can be erected easily, and the first wall member Workability when joining 10A and second wall member 20A is improved.

また、本実施形態では、第1壁面11と第2壁面21との間を視る側面視で、第1突出部33Aの第1貫通孔部34と挿入部材50の第3貫通孔部51とは互いに重なり合う部分を有し、第2突出部43Aの第2貫通孔部44と挿入部材50の第4貫通孔部52とは互いに重なり合う部分を有する。そのため、互いに重なり合う第1貫通孔部34と第3貫通孔部51とに充填材60が入り込み、互いに重なり合う第2貫通孔部44と第4貫通孔部52とに充填材60が入り込むことにより、第1壁部材10Aと第2壁部材20Aとを互いに引き離す力及び第1壁部材10Aと第2壁部材20Aとを第1壁面11及び第2壁面21に沿った方向にせん断する力に対する耐力をさらに向上させることができる。 Further, in this embodiment, in a side view looking between the first wall surface 11 and the second wall surface 21, the first through hole section 34 of the first protrusion 33A and the third through hole section 51 of the insertion member 50 are connected to each other. have mutually overlapping parts, and the second through-hole part 44 of the second protrusion 43A and the fourth through-hole part 52 of the insertion member 50 have mutually overlapping parts. Therefore, the filler 60 enters into the first through-hole portion 34 and the third through-hole portion 51 that overlap with each other, and the filler 60 enters into the second through-hole portion 44 and the fourth through-hole portion 52 that overlap with each other. Resistance against a force that separates the first wall member 10A and the second wall member 20A from each other and a force that shears the first wall member 10A and the second wall member 20A in the direction along the first wall surface 11 and the second wall surface 21. Further improvements can be made.

以下、本発明の他の実施形態について説明する。なお、以下に説明する図3~図8(B)では、説明の便宜のため、充填材60についての記載を省略する。まず、以下、本発明の第2実施形態について説明する。図3に示すように、第2実施形態の壁部材接合構造1Bでは、挿入部材50と第1突出部33A及び第2突出部43Aとは、互いに当接している。以上に説明した以外は、上記第1実施形態と同様である。第2実施形態の壁部材接合構造1Bでも、上記第1実施形態の壁部材接合構造1Aと同様に、第1壁部材10Aと第2壁部材20Aとを互いに引き離す力及び第1壁部材10Aと第2壁部材20Aとを第1壁面11及び第2壁面21に沿った方向にせん断する力に対する耐力を有する。 Other embodiments of the present invention will be described below. Note that in FIGS. 3 to 8B described below, description of the filler 60 is omitted for convenience of explanation. First, a second embodiment of the present invention will be described below. As shown in FIG. 3, in the wall member joining structure 1B of the second embodiment, the insertion member 50, the first protrusion 33A, and the second protrusion 43A are in contact with each other. Except for what has been described above, this embodiment is the same as the first embodiment described above. Also in the wall member joining structure 1B of the second embodiment, similarly to the wall member joining structure 1A of the first embodiment, the force that separates the first wall member 10A and the second wall member 20A from each other and the force that separates the first wall member 10A and the first wall member 10A It has a resistance against a force that shears the second wall member 20A in the direction along the first wall surface 11 and the second wall surface 21.

以下、本発明の第3実施形態について説明する。図4(A)及び図4(B)に示すように、第3実施形態の壁部材接合構造1Cは、第1壁部材10Bの第1凹部12に末端が埋設され、側方に延在し、先端が第1突出部材30Aの第1貫通孔部34及び挿入部材50の第3貫通孔部51に挿通されている鉄筋71を備える。また、壁部材接合構造1Cは、第2壁部材20Bの第2凹部22に末端が埋設され、側方に延在し、先端が第2突出部材40Aの第2貫通孔部44及び挿入部材50の第4貫通孔部52に挿通されている鉄筋72を備える。 A third embodiment of the present invention will be described below. As shown in FIGS. 4(A) and 4(B), the wall member joining structure 1C of the third embodiment has an end embedded in the first recess 12 of the first wall member 10B, and extends laterally. , a reinforcing bar 71 whose distal end is inserted into the first through hole 34 of the first protruding member 30A and the third through hole 51 of the insertion member 50. Further, the wall member joining structure 1C has an end embedded in the second recess 22 of the second wall member 20B, extends laterally, and has a tip end that is connected to the second through hole 44 of the second protruding member 40A and the insertion member 50. The reinforcing bar 72 is inserted into the fourth through-hole portion 52 of.

上記のような壁部材接合構造1Cを形成する際には、上記第1実施形態と同様に第1壁部材10Bと第2壁部材20Bとが配置された後に、図4(A)に破線で示される挿入部材50のように、第1凹部12と第2凹部22との間において、第1突出部材30A及び第2突出部材40Aから側方に離隔した位置に挿入部材50が挿入される。第1凹部12と第2凹部22との間に挿入部材50が挿入された後に、図4(A)に矢印で示すように、鉄筋71が挿入部材50の第3貫通孔部51に挿通し、鉄筋72が挿入部材50の第4貫通孔部52に挿通するように、第1突出部材30A及び第2突出部材40Aと挿入部材50とが近接させられる。以上に説明した以外は、上記第1実施形態と同様である。 When forming the wall member joining structure 1C as described above, after the first wall member 10B and the second wall member 20B are arranged as in the first embodiment, Like the insertion member 50 shown, the insertion member 50 is inserted between the first recess 12 and the second recess 22 at a position spaced laterally from the first protrusion member 30A and the second protrusion member 40A. After the insertion member 50 is inserted between the first recess 12 and the second recess 22, the reinforcing bar 71 is inserted into the third through hole 51 of the insertion member 50, as shown by the arrow in FIG. 4(A). , the first protruding member 30A and the second protruding member 40A are brought close to the insertion member 50 so that the reinforcing bar 72 is inserted into the fourth through hole portion 52 of the insertion member 50. Except for what has been described above, this embodiment is the same as the first embodiment described above.

本実施形態では、壁部材接合構造1Cは、第1突出部材30Aの第1貫通孔部34及び挿入部材50の第3貫通孔部51に挿通されている鉄筋71を備え、第2突出部材40Aの第2貫通孔部44及び挿入部材50の第4貫通孔部52に挿通されている鉄筋72を備えるため、第1壁部材10Bと第2壁部材20Bとを互いに引き離す力及び第1壁部材10Bと第2壁部材20Bとを第1壁面11及び第2壁面21に沿った方向にせん断する力に対する耐力をさらに向上させることができる。 In this embodiment, the wall member joining structure 1C includes reinforcing bars 71 inserted into the first through hole 34 of the first protruding member 30A and the third through hole 51 of the insertion member 50, Since the reinforcing bars 72 are inserted into the second through-hole portion 44 of the insertion member 50 and the fourth through-hole portion 52 of the insertion member 50, the force of separating the first wall member 10B and the second wall member 20B from each other and the force of separating the first wall member 10B and the second wall member 20B from each other. 10B and the second wall member 20B in the direction along the first wall surface 11 and the second wall surface 21.

また、本実施形態では、第1凹部12と第2凹部22との間に挿入部材50が挿入される際に、鉄筋71,72は第1凹部12及び第2凹部22にそれぞれ既に埋設され、第1突出部材30Aの第1貫通孔部34及び第2突出部材40Aの第2貫通孔部44にそれぞれ既に挿通されているため、鉄筋71を挿入部材50の第3貫通孔部51に挿通させ、鉄筋72を挿入部材50の第4貫通孔部52に挿通させることが容易である。 Further, in this embodiment, when the insertion member 50 is inserted between the first recess 12 and the second recess 22, the reinforcing bars 71 and 72 are already buried in the first recess 12 and the second recess 22, respectively, Since the reinforcing bar 71 has already been inserted into the first through hole 34 of the first protruding member 30A and the second through hole 44 of the second protruding member 40A, the reinforcing bar 71 is inserted into the third through hole 51 of the insertion member 50. , it is easy to insert the reinforcing bar 72 into the fourth through hole portion 52 of the insertion member 50.

以下、本発明の第4実施形態について説明する。図5(A)及び図5(B)に示すように、第4実施形態の壁部材接合構造1Dの第1突出部材30Bは、第1壁部材10Cの第1壁面11の第1凹部12から互いに側方に間隔を空けつつ突出した一対の第1突出部33Bと第1突出部33Cとを有する。また、壁部材接合構造1Dの第2突出部材40Bは、第2壁部材20Cの第2壁面21の第2凹部22から互いに側方に間隔を空けつつ突出した一対の第2突出部43Bと第2突出部43Cとを有する。 A fourth embodiment of the present invention will be described below. As shown in FIGS. 5(A) and 5(B), the first protruding member 30B of the wall member joining structure 1D of the fourth embodiment extends from the first recess 12 of the first wall surface 11 of the first wall member 10C. It has a pair of first protrusion parts 33B and first protrusion parts 33C that protrude sideways apart from each other. Further, the second protruding member 40B of the wall member joining structure 1D has a pair of second protruding parts 43B and a second protruding part 43B protruding from the second recess 22 of the second wall surface 21 of the second wall member 20C with a space between them laterally. 2 protrusions 43C.

第1突出部33B及び第1突出部33Cの構成は上記第1実施形態の第1突出部33Aと同様であり、第2突出部43B及び第2突出部43Cの構成は上記第1実施形態の第2突出部43Aと同様である。一対の第1突出部33Bと第1突出部33Cとの間及び一対の第2突出部43Bと第2突出部43Cとの間には、挿入部材50が挿入されている。以上に説明した以外は、上記第1実施形態と同様である。 The configurations of the first protrusion 33B and the first protrusion 33C are the same as the first protrusion 33A of the first embodiment, and the configurations of the second protrusion 43B and the second protrusion 43C are the same as those of the first embodiment. This is similar to the second protrusion 43A. An insertion member 50 is inserted between the pair of first protrusions 33B and 33C and between the pair of second protrusions 43B and 43C. Except for what has been described above, this embodiment is the same as the first embodiment described above.

本実施形態では、一対の第1突出部33Bと第1突出部33Cとの間及び一対の第2突出部43Bと第2突出部43Cとの間に挿入部材50が挿入されるため、第1凹部12と第2凹部22との間に挿入部材50が挿入される際に、挿入部材50の位置を決定することが容易である。また、第1壁部材10Cと第2壁部材20Cとを互いに引き離す力及び第1壁部材10Bと第2壁部材20Bとを第1壁面11及び第2壁面21に沿った方向にせん断する力に対する耐力をさらに向上させることができる。 In this embodiment, since the insertion member 50 is inserted between the pair of first protrusions 33B and 33C and between the pair of second protrusions 43B and 43C, the first When the insertion member 50 is inserted between the recess 12 and the second recess 22, it is easy to determine the position of the insertion member 50. In addition, the resistance to the force that separates the first wall member 10C and the second wall member 20C from each other and the force that shears the first wall member 10B and the second wall member 20B in the direction along the first wall surface 11 and the second wall surface 21 The proof strength can be further improved.

以下、本発明の第5実施形態について説明する。図6(A)及び図6(B)に示すように、第5実施形態の壁部材接合構造1Eの第1突出部材30Cは、第1壁部材10Dの第1壁面11の第1凹部12から互いに側方に間隔を空けつつ突出した第1突出部33Dと第1突出部33Eとを有する。また、壁部材接合構造1Eの第2突出部材40Cは、第2壁部材20Dの第2壁面21の第2凹部22から互いに側方に間隔を空けつつ突出した第2突出部43Dと第2突出部43Eとを有する。 A fifth embodiment of the present invention will be described below. As shown in FIGS. 6(A) and 6(B), the first protruding member 30C of the wall member joining structure 1E of the fifth embodiment extends from the first recess 12 of the first wall surface 11 of the first wall member 10D. It has a first protrusion 33D and a first protrusion 33E that protrude sideways apart from each other. Further, the second protruding member 40C of the wall member joining structure 1E has a second protruding part 43D and a second protruding part 43D protruding from the second recess 22 of the second wall surface 21 of the second wall member 20D while being spaced laterally from each other. 43E.

第1突出部33Dの構成は上記第1実施形態の第1突出部33Aと同様であり、第2突出部43Dの構成は上記第1実施形態の第2突出部43Aと同様である。一方、第1突出部33Eの第1凹部12からの突出長は、第1突出部33Dより短く、その先端33tが挿入部材50の側縁部に当接する長さであってもよい。また、第1突出部33Eは第1貫通孔部34を有しない。同様に、第2突出部43Eの第2凹部22からの突出長は、第2突出部43Dより短く、その先端43tが挿入部材50の側縁部に当接する長さであってもよい。また、第2突出部43Eは第2貫通孔部44を有しない。 The configuration of the first protrusion 33D is the same as the first protrusion 33A of the first embodiment, and the configuration of the second protrusion 43D is the same as the second protrusion 43A of the first embodiment. On the other hand, the length of the first protrusion 33E protruding from the first recess 12 may be shorter than the first protrusion 33D, and may have a length such that its tip 33t contacts the side edge of the insertion member 50. Further, the first protrusion 33E does not have the first through hole 34. Similarly, the protrusion length of the second protrusion 43E from the second recess 22 may be shorter than the second protrusion 43D, and may be such that the tip 43t thereof contacts the side edge of the insertion member 50. Further, the second protruding portion 43E does not have the second through hole portion 44.

第1突出部33D及び第1突出部33Eのそれぞれは、第1突出部33D及び第1突出部33Eの互いに対向する面から突出した突起であり、第1壁面11の第1凹部12と第2壁面21の第2凹部22との間に挿入される挿入部材50を案内する案内部33pを有する。同様に、第2突出部43D及び第2突出部43Eのそれぞれは、第2突出部43D及び第2突出部43Eの互いに対向する面から突出した突起であり、第1壁面11の第1凹部12と第2壁面21の第2凹部22との間に挿入される挿入部材50を案内する案内部43pを有する。 The first protrusion 33D and the first protrusion 33E are protrusions that protrude from the mutually opposing surfaces of the first protrusion 33D and the first protrusion 33E, and the first recess 12 of the first wall surface 11 and the second It has a guide portion 33p that guides the insertion member 50 inserted between the second recess 22 of the wall surface 21. Similarly, each of the second protrusion 43D and the second protrusion 43E is a protrusion that protrudes from the mutually opposing surfaces of the second protrusion 43D and the second protrusion 43E, and the first recess 12 of the first wall surface 11 and the second recess 22 of the second wall surface 21.

案内部33pは、第1突出部33D及び第1突出部33Eのそれぞれの先端33tの近傍であって、第1突出部33D及び第1突出部33Eのそれぞれの上端部及び下端部の近傍に一対設けられている。また、案内部43pは、第2突出部43D及び第2突出部43Eのそれぞれの先端43tの近傍であって、第2突出部43D及び第2突出部43Eのそれぞれの上端部及び下端部の近傍に一対設けられている。しかし、案内部33p,43pの配置及び数量は任意である。 A pair of guide parts 33p are provided near the tips 33t of the first protrusions 33D and 33E, and near the upper and lower ends of the first protrusions 33D and 33E, respectively. It is provided. Further, the guide portion 43p is located near the tips 43t of the second protrusion 43D and the second protrusion 43E, and near the upper and lower ends of the second protrusion 43D and the second protrusion 43E, respectively. A pair of them are provided. However, the arrangement and quantity of the guide parts 33p and 43p are arbitrary.

また、案内部33p,43pは、必ずしも挿入部材50に常に当接している必要は無く、第1凹部12と第2凹部22との間に挿入される挿入部材50に適宜当接しつつ、挿入部材50を案内可能であればよい。また、第1突出部33Dと第1突出部33Eとは異なる形状である必要は無く、第2突出部43Dと第2突出部43Eとは異なる形状である必要は無い。例えば、案内部33p,43pは、上記第4実施形態の第1突出部33B、第1突出部33C、第2突出部43B及び第2突出部43Cのように、同一の形状の第1突出部33B等に設けられていてもよい。また、案内部33p,43pは、挿入部材50を挿入する際に位置を案内できる形状であればよく、棒状及び板状であってもよく、突起でなくてもよい。また、案内部33pは第1突出部33D及び第1突出部33Eのいずれか一方にのみに設けられていてもよく、案内部43pは第2突出部43D及び第2突出部43Eのいずれか一方にのみに設けられていてもよい。つまり、案内部33p,43pは、第1突出部33D,33E及び第2突出部43D,43Eに部分的に設けられていてもよい。以上に説明した以外は、上記第1実施形態と同様である。 Further, the guide portions 33p and 43p do not necessarily need to be in constant contact with the insertion member 50, but may be in contact with the insertion member 50 inserted between the first recess 12 and the second recess 22 as appropriate. It is sufficient if it is possible to guide 50. Further, the first protrusion 33D and the first protrusion 33E do not need to have different shapes, and the second protrusion 43D and the second protrusion 43E do not need to have different shapes. For example, the guide parts 33p and 43p are first protrusions having the same shape, like the first protrusion 33B, the first protrusion 33C, the second protrusion 43B, and the second protrusion 43C in the fourth embodiment. 33B or the like. Further, the guide portions 33p, 43p may have any shape as long as they can guide the position when inserting the insertion member 50, and may be rod-shaped or plate-shaped, and may not be protrusions. Further, the guide portion 33p may be provided only on one of the first protrusion 33D and the first protrusion 33E, and the guide portion 43p may be provided on either one of the second protrusion 43D and the second protrusion 43E. It may be provided only in the That is, the guide parts 33p, 43p may be partially provided in the first protrusions 33D, 33E and the second protrusions 43D, 43E. Except for what has been described above, this embodiment is the same as the first embodiment described above.

本実施形態では、第1突出部33D、第1突出部33E、第2突出部43D及び第2突出部43Eにそれぞれ設けられた案内部33p,43pにより、第1凹部12と第2凹部22との間に挿入される挿入部材50が案内されるため、第1凹部12と第2凹部22との間に挿入部材50が挿入される際に、挿入部材50の位置を決定することが容易である。 In this embodiment, the first recess 12 and the second recess 22 are connected to each other by the guide portions 33p and 43p provided in the first protrusion 33D, the first protrusion 33E, the second protrusion 43D, and the second protrusion 43E, respectively. Since the insertion member 50 inserted between the first recess 12 and the second recess 22 is guided, it is easy to determine the position of the insertion member 50 when the insertion member 50 is inserted between the first recess 12 and the second recess 22. be.

以下、本発明の第6実施形態について説明する。図7(A)及び図7(B)に示すように、第6実施形態の壁部材接合構造1Fは、挿入部材50を備えていない。第1突出部材30Dの第1突出部33Fの先端33tは第1凹部12の外部に位置し、第2突出部材40Dの第2突出部43Fの先端43tは第2凹部22の外部に位置している。そのため、図7(B)に示すような第1壁部材10Eの第1壁面11と第2壁部材20Eの第2壁面21との間を視る側面視で、第1突出部材30Dの第1突出部33Fと第2突出部材40Dの第2突出部43Fとは互いに重なり合う部分を有する。 A sixth embodiment of the present invention will be described below. As shown in FIGS. 7(A) and 7(B), the wall member joining structure 1F of the sixth embodiment does not include the insertion member 50. The tip 33t of the first protrusion 33F of the first protrusion member 30D is located outside the first recess 12, and the tip 43t of the second protrusion 43F of the second protrusion 40D is located outside the second recess 22. There is. Therefore, in a side view looking between the first wall surface 11 of the first wall member 10E and the second wall surface 21 of the second wall member 20E as shown in FIG. 7(B), the first The protrusion 33F and the second protrusion 43F of the second protrusion member 40D have portions that overlap with each other.

図7(A)及び図7(B)に示すように、上記第1実施形態の第1突出部33A及び第2突出部43Aと同様に、第1突出部33Fは第1貫通孔部34を有し、第2突出部43Fは第2貫通孔部44を有する。第1壁面11と第2壁面21との間を視る側面視で、第1突出部33Fの第1貫通孔部34と、第2突出部43Fの第2貫通孔部44とは互いに重なり合う部分を有する。以上に説明した以外は、上記第1実施形態と同様である。第1突出部33Fおよび第2突出部43Fは、互いに当接していても、離間していてもよい。 As shown in FIGS. 7(A) and 7(B), similarly to the first protruding part 33A and the second protruding part 43A of the first embodiment, the first protruding part 33F extends through the first through hole part 34. The second protrusion 43F has a second through hole 44. In a side view looking between the first wall surface 11 and the second wall surface 21, the first through hole portion 34 of the first protrusion 33F and the second through hole portion 44 of the second protrusion 43F overlap with each other. has. Except for what has been described above, this embodiment is the same as the first embodiment described above. The first protrusion 33F and the second protrusion 43F may be in contact with each other or may be spaced apart from each other.

本実施形態では、第1壁面11と第2壁面21との間を視る側面視で、第1突出部33Fと第2突出部43Fとは互いに重なり合う部分を有する。そのため、第1突出部材30Dと第2突出部材40Dとの間で充填材60を介して力がより確実に伝達され、第1壁部材10Eと第2壁部材20Eとを互いに引き離す力及び第1壁部材10Eと第2壁部材20Eとを第1壁面11及び第2壁面21に沿った方向にせん断する力に対する耐力をさらに向上させることができる。 In this embodiment, when viewed from the side between the first wall surface 11 and the second wall surface 21, the first protrusion 33F and the second protrusion 43F have portions that overlap with each other. Therefore, the force is more reliably transmitted between the first protruding member 30D and the second protruding member 40D via the filler 60, and the force that separates the first wall member 10E and the second wall member 20E from each other and the first It is possible to further improve the resistance against the force that shears the wall member 10E and the second wall member 20E in the direction along the first wall surface 11 and the second wall surface 21.

また、本実施形態では、第1壁面11と第2壁面21との間を視る側面視で、第1突出部33Fの第1貫通孔部34と第2突出部43Fの第2貫通孔部44とは互いに重なり合う部分を有する。そのため、互いに重なり合う第1貫通孔部34と第2貫通孔部44とに充填材60が入り込むことにより、第1壁部材10Eと第2壁部材20Eとを互いに引き離す力及び第1壁部材10Eと第2壁部材20Eとを第1壁面11及び第2壁面21に沿った方向にせん断する力に対する耐力をさらに向上させることができる。 In addition, in this embodiment, in a side view looking between the first wall surface 11 and the second wall surface 21, the first through hole section 34 of the first protrusion 33F and the second through hole section of the second protrusion section 43F. 44 has a mutually overlapping portion. Therefore, by entering the filler 60 into the first through-hole section 34 and the second through-hole section 44 that overlap with each other, a force that separates the first wall member 10E and the second wall member 20E from each other and a force that separates the first wall member 10E and the second wall member 10E from each other. The resistance against the force that shears the second wall member 20E in the direction along the first wall surface 11 and the second wall surface 21 can be further improved.

また、本実施形態では、第1突出部材30Dの第1突出部33Fと第2突出部材40Dの第2突出部43Fとが互いに重なり合う部分を有するため、第1突出部33Fの第1壁面11からの突出長及び第2突出部43Fの第2壁面21からの突出長を長くし、第1貫通孔部34及び第2貫通孔部44を大きくすることができる。そのため、大きな第1貫通孔部34及び第2貫通孔部44に充填された充填材60を介して力がさらに確実に伝達され、第1壁部材10Eと第2壁部材20Eとを互いに引き離す力及び第1壁部材10Eと第2壁部材20Eとを第1壁面11及び第2壁面21に沿った方向にせん断する力に対する耐力をさらに向上させることができる。 Moreover, in this embodiment, since the first protruding part 33F of the first protruding member 30D and the second protruding part 43F of the second protruding member 40D have a portion where they overlap with each other, the first protruding part 33F of the first protruding part 33F is By increasing the protrusion length of the second protrusion 43F and the protrusion length of the second protrusion 43F from the second wall surface 21, the first through-hole portion 34 and the second through-hole portion 44 can be made larger. Therefore, the force is transmitted more reliably via the filler 60 filled in the large first through-hole portion 34 and the second through-hole portion 44, and the force that separates the first wall member 10E and the second wall member 20E from each other. And the resistance against the force that shears the first wall member 10E and the second wall member 20E in the direction along the first wall surface 11 and the second wall surface 21 can be further improved.

以下、本発明の第7実施形態について説明する。図8(A)及び図8(B)に示すように、第7実施形態の壁部材接合構造1Gは、上記第6実施形態の壁部材接合構造1Fの第1壁部材10E及び第2壁部材20Eにおいて、第1突出部33Fの第1貫通孔部34及び第2突出部43Fの第2貫通孔部44に挿通された鉄筋73を備える。上記のような壁部材接合構造1Gを形成する際には、上記第1実施形態と同様に第1壁部材10Eと第2壁部材20Eとが配置された後に、側方から第1壁面11と第2壁面21との間を介して、第1貫通孔部34及び第2貫通孔部44に鉄筋73が挿通される。以上に説明した以外は、上記第1実施形態と同様である。 A seventh embodiment of the present invention will be described below. As shown in FIGS. 8(A) and 8(B), the wall member joining structure 1G of the seventh embodiment has the first wall member 10E and the second wall member of the wall member joining structure 1F of the sixth embodiment. 20E, a reinforcing bar 73 is provided which is inserted through the first through hole 34 of the first protrusion 33F and the second through hole 44 of the second protrusion 43F. When forming the wall member joining structure 1G as described above, after the first wall member 10E and the second wall member 20E are arranged as in the first embodiment, the first wall surface 11 and the second wall member 20E are arranged from the side. A reinforcing bar 73 is inserted into the first through hole portion 34 and the second through hole portion 44 through the second wall surface 21 . Except for what has been described above, this embodiment is the same as the first embodiment described above.

本実施形態では、壁部材接合構造1Gは、第1突出部33Fの第1貫通孔部34及び第2突出部43Fの第2貫通孔部44に挿通された鉄筋73を備えるため、第1壁部材10Eと第2壁部材20Eとを互いに引き離す力及び第1壁部材10Eと第2壁部材20Eとを第1壁面11及び第2壁面21に沿った方向にせん断する力に対する耐力をさらに向上させることができる。 In this embodiment, the wall member joining structure 1G includes the reinforcing bars 73 inserted into the first through hole 34 of the first protrusion 33F and the second through hole 44 of the second protrusion 43F. Further improves the resistance against the force that separates the member 10E and the second wall member 20E from each other and the force that shears the first wall member 10E and the second wall member 20E in the direction along the first wall surface 11 and the second wall surface 21. be able to.

以上、本発明の実施形態について説明したが、本発明は、上記実施形態に限定されるものではない。例えば、第1突出部材30A,30B,30C,30D、第2突出部材40A,40B,40C,40D及び挿入部材50の形状、配置及び数量は、適宜変更可能である。例えば、第1突出部33A,33B,33C,33D,33E,33Fと、第2突出部43A,43B,43C,43D,43E,43Fとは、互いに対向していなくともよい。また、第1壁面11と第2壁面21との間を視る側面視で、第1貫通孔部34と第3貫通孔部51とは互いに重なり合う部分を有さず、第2貫通孔部44と第4貫通孔部52とは互いに重なり合う部分を有さず、第1貫通孔部34と第2貫通孔部44とは互いに重なり合う部分を有さなくてもよい。 Although the embodiments of the present invention have been described above, the present invention is not limited to the above embodiments. For example, the shape, arrangement, and quantity of the first protruding members 30A, 30B, 30C, and 30D, the second protruding members 40A, 40B, 40C, and 40D, and the insertion member 50 can be changed as appropriate. For example, the first protrusions 33A, 33B, 33C, 33D, 33E, 33F and the second protrusions 43A, 43B, 43C, 43D, 43E, 43F do not have to face each other. Further, in a side view looking between the first wall surface 11 and the second wall surface 21, the first through hole section 34 and the third through hole section 51 do not have any overlapping parts, and the second through hole section 44 and the fourth through-hole portion 52 do not have any overlapping portions, and the first through-hole portion 34 and the second through-hole portion 44 do not need to have any overlapping portions with each other.

1A,1B,1C,1D,1E,1F,1G…壁部材接合構造、10A,10B,10C,10D,10E…第1壁部材、11…第1壁面、12…第1凹部、20A,20B,20C,20D,20E…第2壁部材、21…第2壁面、22…第2凹部、30A,30B,30C,30D…第1突出部材、31…基部、33A,33B,33C,33D,33E,33F…第1突出部、33t…先端、33p…案内部、34…第1貫通孔部、40A,40B,40C,40D…第2突出部材、41…基部、43A,43B,43C,43D,43E,43F…第2突出部、43t…先端、43p…案内部、44…第2貫通孔部、50…挿入部材、51…第3貫通孔部、52…第4貫通孔部、60…充填材、71,72,73…鉄筋。 1A, 1B, 1C, 1D, 1E, 1F, 1G... Wall member joining structure, 10A, 10B, 10C, 10D, 10E... First wall member, 11... First wall surface, 12... First recess, 20A, 20B, 20C, 20D, 20E...Second wall member, 21...Second wall surface, 22...Second recess, 30A, 30B, 30C, 30D...First protruding member, 31...Base, 33A, 33B, 33C, 33D, 33E, 33F...first protrusion part, 33t...tip, 33p...guide part, 34...first through hole part, 40A, 40B, 40C, 40D...second protrusion member, 41...base, 43A, 43B, 43C, 43D, 43E , 43F...Second protrusion, 43t...Tip, 43p...Guiding part, 44...Second through hole, 50...Insertion member, 51...Third through hole, 52...Fourth through hole, 60...Filling material , 71, 72, 73...Reinforcing bars.

Claims (6)

第1壁面を有する第1壁部材と、
第1壁面と対向する第2壁面を有する第2壁部材と、
前記第1壁面から突出した第1突出部を有する第1突出部材と、
前記第2壁面から突出した第2突出部を有する第2突出部材と、
前記第1壁面と前記第2壁面との間に充填された充填材と、
を備え
前記第1突出部は、側方に貫通する第1貫通孔部を有する鋼板であり、
前記第2突出部は、側方に貫通する第2貫通孔部を有する鋼板であり、
前記第1壁部材及び前記第2壁部材は、プレキャストコンクリートにより形成されており、
前記第1突出部材は、前記第1壁部材に埋設されている部分と突出している部分を有し、
前記第2突出部材は、前記第2壁部材に埋設されている部分と突出している部分を有する、
壁部材接合構造
a first wall member having a first wall surface;
a second wall member having a second wall surface facing the first wall surface;
a first protrusion member having a first protrusion protruding from the first wall surface;
a second protrusion member having a second protrusion protruding from the second wall surface;
a filler filled between the first wall surface and the second wall surface;
Equipped with
The first protrusion is a steel plate having a first through hole that penetrates laterally,
The second protrusion is a steel plate having a second through hole that penetrates laterally,
The first wall member and the second wall member are formed of precast concrete,
The first protruding member has a portion embedded in the first wall member and a protruding portion,
The second protruding member has a part embedded in the second wall member and a part protruding from the second wall member.
Wall member joint structure .
前記第1壁面と前記第2壁面との間に挿入された挿入部材をさらに備え、
前記第1壁面と前記第2壁面との間を視る側面視で、前記第1突出部と前記挿入部材とは互いに重なり合う部分を有し、前記第2突出部と前記挿入部材とは互いに重なり合う部分を有する、請求項に記載の壁部材接合構造。
further comprising an insertion member inserted between the first wall surface and the second wall surface,
In a side view looking between the first wall surface and the second wall surface, the first protrusion and the insertion member have portions that overlap with each other, and the second protrusion and the insertion member overlap with each other. The wall member joining structure according to claim 1 , having a portion.
前記第1壁面と前記第2壁面との間に挿入された挿入部材をさらに備え、
前記挿入部材は、側方に貫通する第3貫通孔部と、側方に貫通する第4貫通孔部と、を有し、
前記第1壁面と前記第2壁面との間を視る側面視で、前記第1貫通孔部と前記第3貫通孔部とが互いに重なり合う部分を有し、前記第2貫通孔部と前記第4貫通孔部とが互いに重なり合う部分を有し、
前記第1貫通孔部及び前記第3貫通孔部に挿通されている鉄筋をさらに備え、
前記第2貫通孔部及び前記第4貫通孔部に挿通されている鉄筋をさらに備えた、請求項に記載の壁部材接合構造。
further comprising an insertion member inserted between the first wall surface and the second wall surface,
The insertion member has a third through hole portion that penetrates laterally, and a fourth through hole portion that penetrates laterally,
In a side view looking between the first wall surface and the second wall surface, the first through-hole section and the third through-hole section have a portion where they overlap each other, and the second through-hole section and the third through-hole section overlap each other. 4 through-hole portions have a portion where they overlap with each other,
further comprising reinforcing bars inserted into the first through hole and the third through hole,
The wall member joining structure according to claim 1 , further comprising reinforcing bars inserted into the second through hole and the fourth through hole.
前記第1壁面と前記第2壁面との間を視る側面視で、前記第1突出部と前記第2突出部とは互いに重なり合う部分を有する、請求項に記載の壁部材接合構造。 The wall member joining structure according to claim 1 , wherein the first protrusion and the second protrusion have portions that overlap with each other in a side view looking between the first wall surface and the second wall surface. 前記第1壁面と前記第2壁面との間を視る側面視で、前記第1貫通孔部と前記第2貫通孔部とは互いに重なり合う部分を有し、
前記第1貫通孔部及び前記第2貫通孔部に挿通された鉄筋を備えた、請求項に記載の壁部材接合構造。
In a side view looking between the first wall surface and the second wall surface, the first through hole portion and the second through hole portion have portions that overlap with each other,
The wall member joining structure according to claim 1 , further comprising reinforcing bars inserted into the first through hole and the second through hole.
第1壁面を有する第1壁部材と、第2壁面を有する第2壁部材とを、前記第1壁面と前記第2壁面とが互いに対向するように配置した後に、前記第1壁面と前記第2壁面との間に充填材を充填する壁部材接合方法であって、
前記第1壁部材は、前記第1壁面から突出した第1突出部を含む第1突出部材を有し、
前記第2壁部材は、前記第2壁面から突出した第2突出部を含む第2突出部材を有し、
前記第1突出部は、側方に貫通する第1貫通孔部を有する鋼板であり、
前記第2突出部は、側方に貫通する第2貫通孔部を有する鋼板であり、
前記第1壁部材及び前記第2壁部材は、プレキャストコンクリートにより形成されており、
前記第1突出部材は、前記第1壁部材に埋設されている部分と突出している部分を有し、
前記第2突出部材は、前記第2壁部材に埋設されている部分と突出している部分を有する、
壁部材接合方法。
After arranging a first wall member having a first wall surface and a second wall member having a second wall surface such that the first wall surface and the second wall surface face each other, A wall member joining method in which a filler is filled between two wall surfaces,
The first wall member has a first protrusion member including a first protrusion protruding from the first wall surface,
The second wall member has a second protrusion member including a second protrusion protruding from the second wall surface,
The first protrusion is a steel plate having a first through hole that penetrates laterally,
The second protrusion is a steel plate having a second through hole that penetrates laterally,
The first wall member and the second wall member are formed of precast concrete,
The first protruding member has a portion embedded in the first wall member and a protruding portion,
The second protruding member has a part embedded in the second wall member and a part protruding from the second wall member.
Wall member joining method.
JP2022024502A 2022-02-09 2022-02-21 Wall member joining structure and wall member joining method Active JP7454005B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SG10202201233R 2022-02-09
SG10202201233R 2022-02-09

Publications (2)

Publication Number Publication Date
JP2023116367A JP2023116367A (en) 2023-08-22
JP7454005B2 true JP7454005B2 (en) 2024-03-21

Family

ID=87579398

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2022024502A Active JP7454005B2 (en) 2022-02-09 2022-02-21 Wall member joining structure and wall member joining method

Country Status (1)

Country Link
JP (1) JP7454005B2 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3058926U (en) 1998-11-05 1999-06-22 末吉 水澤 Universal support
JP2001047538A (en) 1999-08-10 2001-02-20 Sumitomo Chem Co Ltd Laminated panel
JP2004332500A (en) 2003-04-30 2004-11-25 Ishima Ryutai Kenkyusho:Kk Reinforcing bar assembly used for concrete structure, disposable form panel, and method of assembling the same

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62129429A (en) * 1985-11-28 1987-06-11 三井造船株式会社 Production of steel/concrete composite structure
JPH08246579A (en) * 1995-03-08 1996-09-24 Kaapura:Kk Thickness adjusting apparatus for wall structure unit and thickness adjusting method using it
JPH11193587A (en) * 1997-12-26 1999-07-21 Kazutoshi Torisawa Construction of reinforced concrete structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3058926U (en) 1998-11-05 1999-06-22 末吉 水澤 Universal support
JP2001047538A (en) 1999-08-10 2001-02-20 Sumitomo Chem Co Ltd Laminated panel
JP2004332500A (en) 2003-04-30 2004-11-25 Ishima Ryutai Kenkyusho:Kk Reinforcing bar assembly used for concrete structure, disposable form panel, and method of assembling the same

Also Published As

Publication number Publication date
JP2023116367A (en) 2023-08-22

Similar Documents

Publication Publication Date Title
US7905070B2 (en) Interlocking mortarless structural concrete block building system
US8756889B2 (en) Metal stud building panel with foam block core
US5528874A (en) Building blocks and insulated composite walls having stackable half-bond symmetry and method of making such walls
KR102171006B1 (en) Modular element in sintered expanded-polystyrene for building reinforced-concrete floors
JP2021071026A (en) Column-beam joint structure
JP7454005B2 (en) Wall member joining structure and wall member joining method
KR102153857B1 (en) Coupler for connecting pc panels
KR101274999B1 (en) Steel-concrete composite structure using lattice member and method for manufacturing the same
KR20120085561A (en) Pier with Vertical Split type Precast Concrete Units and Constructing Method thereof
KR200440000Y1 (en) Prefabricated insulating blocks for wall construction
JP2009174249A (en) Reinforcing structure and reinforcing method
JP6580314B2 (en) building
JP2013117104A (en) Wall panel joint structure
JP3375322B2 (en) Concrete arched structure
JP2019157489A (en) Junction structure of half pca column with pca wall or pca beam
JPS586019B2 (en) Retaining wall panels and their assembly method
KR102060278B1 (en) Concrete structure culvert type house
KR20080050213A (en) Method of construction formwork, insulation formwork and assembly ties
KR100955363B1 (en) Panel block
US2658378A (en) Concrete block construction
JP7210237B2 (en) Concrete member connection structure and precast concrete member connection method
KR200423642Y1 (en) I-slab joint structure using fin-bar
JPH11310965A (en) Precast concrete member and structure consisting of the same
KR101482521B1 (en) Concrete Structure of Precast Concrete Segments with Nodular Joint, and Constructing Method thereof
KR200423643Y1 (en) I-slab joint structure using plate

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20231211

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20231211

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20240109

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20240219

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20240305

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20240308

R150 Certificate of patent or registration of utility model

Ref document number: 7454005

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150