JPH03151433A - Reinforcing method for construction member - Google Patents
Reinforcing method for construction memberInfo
- Publication number
- JPH03151433A JPH03151433A JP1290535A JP29053589A JPH03151433A JP H03151433 A JPH03151433 A JP H03151433A JP 1290535 A JP1290535 A JP 1290535A JP 29053589 A JP29053589 A JP 29053589A JP H03151433 A JPH03151433 A JP H03151433A
- Authority
- JP
- Japan
- Prior art keywords
- aggregate
- filler
- members
- inorganic binder
- wall
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000000034 method Methods 0.000 title claims description 12
- 230000003014 reinforcing effect Effects 0.000 title claims description 7
- 239000000945 filler Substances 0.000 claims abstract description 12
- 239000011230 binding agent Substances 0.000 claims abstract description 9
- 239000011800 void material Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 26
- 238000009413 insulation Methods 0.000 abstract description 7
- 239000004568 cement Substances 0.000 abstract description 6
- 239000011324 bead Substances 0.000 abstract description 5
- 238000005187 foaming Methods 0.000 abstract description 4
- 239000010440 gypsum Substances 0.000 abstract description 4
- 229910052602 gypsum Inorganic materials 0.000 abstract description 4
- 239000011398 Portland cement Substances 0.000 abstract description 3
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 abstract description 3
- 230000005484 gravity Effects 0.000 abstract description 3
- 239000004576 sand Substances 0.000 abstract description 3
- 239000011521 glass Substances 0.000 abstract description 2
- 238000004079 fireproofing Methods 0.000 abstract 1
- 239000011120 plywood Substances 0.000 description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 6
- 239000004088 foaming agent Substances 0.000 description 6
- 239000004567 concrete Substances 0.000 description 5
- 239000004570 mortar (masonry) Substances 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000005452 bending Methods 0.000 description 4
- 239000003795 chemical substances by application Substances 0.000 description 4
- 239000000835 fiber Substances 0.000 description 4
- KRKNYBCHXYNGOX-UHFFFAOYSA-N citric acid Chemical compound OC(=O)CC(O)(C(O)=O)CC(O)=O KRKNYBCHXYNGOX-UHFFFAOYSA-N 0.000 description 3
- WSFSSNUMVMOOMR-UHFFFAOYSA-N formaldehyde Natural products O=C WSFSSNUMVMOOMR-UHFFFAOYSA-N 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 239000011490 mineral wool Substances 0.000 description 3
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- RGHNJXZEOKUKBD-SQOUGZDYSA-N D-gluconic acid Chemical compound OC[C@@H](O)[C@@H](O)[C@H](O)[C@@H](O)C(O)=O RGHNJXZEOKUKBD-SQOUGZDYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000010425 asbestos Substances 0.000 description 2
- -1 calcium sulfur aluminate Chemical class 0.000 description 2
- 239000003638 chemical reducing agent Substances 0.000 description 2
- 230000000052 comparative effect Effects 0.000 description 2
- 239000004035 construction material Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 239000011491 glass wool Substances 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 239000011810 insulating material Substances 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000010451 perlite Substances 0.000 description 2
- 235000019362 perlite Nutrition 0.000 description 2
- 235000018102 proteins Nutrition 0.000 description 2
- 108090000623 proteins and genes Proteins 0.000 description 2
- 102000004169 proteins and genes Human genes 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000012779 reinforcing material Substances 0.000 description 2
- 238000009418 renovation Methods 0.000 description 2
- 229910052895 riebeckite Inorganic materials 0.000 description 2
- 239000000377 silicon dioxide Substances 0.000 description 2
- 239000010454 slate Substances 0.000 description 2
- 239000000779 smoke Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 1
- LSNNMFCWUKXFEE-UHFFFAOYSA-M Bisulfite Chemical compound OS([O-])=O LSNNMFCWUKXFEE-UHFFFAOYSA-M 0.000 description 1
- 239000004604 Blowing Agent Substances 0.000 description 1
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 1
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 229920000742 Cotton Polymers 0.000 description 1
- RGHNJXZEOKUKBD-UHFFFAOYSA-N D-gluconic acid Natural products OCC(O)C(O)C(O)C(O)C(O)=O RGHNJXZEOKUKBD-UHFFFAOYSA-N 0.000 description 1
- 108010010803 Gelatin Proteins 0.000 description 1
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 1
- 229920000877 Melamine resin Polymers 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 229920000297 Rayon Polymers 0.000 description 1
- BQCADISMDOOEFD-UHFFFAOYSA-N Silver Chemical compound [Ag] BQCADISMDOOEFD-UHFFFAOYSA-N 0.000 description 1
- 239000004115 Sodium Silicate Substances 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 229920002978 Vinylon Polymers 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 150000007513 acids Chemical class 0.000 description 1
- 239000012615 aggregate Substances 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- ANBBXQWFNXMHLD-UHFFFAOYSA-N aluminum;sodium;oxygen(2-) Chemical compound [O-2].[O-2].[Na+].[Al+3] ANBBXQWFNXMHLD-UHFFFAOYSA-N 0.000 description 1
- 230000000740 bleeding effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000001110 calcium chloride Substances 0.000 description 1
- 229910001628 calcium chloride Inorganic materials 0.000 description 1
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000005018 casein Substances 0.000 description 1
- BECPQYXYKAMYBN-UHFFFAOYSA-N casein, tech. Chemical compound NCCCCC(C(O)=O)N=C(O)C(CC(O)=O)N=C(O)C(CCC(O)=N)N=C(O)C(CC(C)C)N=C(O)C(CCC(O)=O)N=C(O)C(CC(O)=O)N=C(O)C(CCC(O)=O)N=C(O)C(C(C)O)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=O)N=C(O)C(CCC(O)=O)N=C(O)C(COP(O)(O)=O)N=C(O)C(CCC(O)=N)N=C(O)C(N)CC1=CC=CC=C1 BECPQYXYKAMYBN-UHFFFAOYSA-N 0.000 description 1
- 235000021240 caseins Nutrition 0.000 description 1
- 150000001805 chlorine compounds Chemical class 0.000 description 1
- 229910001873 dinitrogen Inorganic materials 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000009429 electrical wiring Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 229920000159 gelatin Polymers 0.000 description 1
- 239000008273 gelatin Substances 0.000 description 1
- 235000019322 gelatine Nutrition 0.000 description 1
- 235000011852 gelatine desserts Nutrition 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000000174 gluconic acid Substances 0.000 description 1
- 235000012208 gluconic acid Nutrition 0.000 description 1
- 239000011121 hardwood Substances 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 238000009421 internal insulation Methods 0.000 description 1
- 239000002655 kraft paper Substances 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 239000011777 magnesium Substances 0.000 description 1
- 229910052749 magnesium Inorganic materials 0.000 description 1
- JDSHMPZPIAZGSV-UHFFFAOYSA-N melamine Chemical compound NC1=NC(N)=NC(N)=N1 JDSHMPZPIAZGSV-UHFFFAOYSA-N 0.000 description 1
- 150000007974 melamines Chemical class 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- KVBGVZZKJNLNJU-UHFFFAOYSA-N naphthalene-2-sulfonic acid Chemical compound C1=CC=CC2=CC(S(=O)(=O)O)=CC=C21 KVBGVZZKJNLNJU-UHFFFAOYSA-N 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920001296 polysiloxane Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000001397 quillaja saponaria molina bark Substances 0.000 description 1
- 239000002964 rayon Substances 0.000 description 1
- 229930182490 saponin Natural products 0.000 description 1
- 150000007949 saponins Chemical class 0.000 description 1
- 235000017709 saponins Nutrition 0.000 description 1
- 229910052709 silver Inorganic materials 0.000 description 1
- 239000004332 silver Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 229910001388 sodium aluminate Inorganic materials 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
- 229910052911 sodium silicate Inorganic materials 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
- 239000013585 weight reducing agent Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野]
本発明は、建設部材の補強方法、詳しくは、集合住宅、
個人住宅及びビル等の内壁や外壁等の補強方法に関する
。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method for reinforcing construction members, specifically, a method for reinforcing construction members,
Concerns methods for reinforcing internal and external walls of private residences, buildings, etc.
従来、集合住宅、個人住宅及びビル等の内壁や外壁など
、建築や土木に用いる材料で、それ自体機能をもつ成形
物である建設部材は、柱や梁など、建築や建設物が自立
するために必要な部材である構造部材に支持された、骨
組部分、あるいは間柱や小梁で構成される骨組部分に、
金属板、合板、石綿スレート板、石膏ボード及びセメン
ト系ボード等の板部材を貼合わせた積層構造が一般的で
あり、必要に応じて硝子ウールやロックウールなどの断
熱材や防音材などを積層部分の空隙部に内封したもので
ある。Traditionally, construction materials used in architecture and civil engineering, such as the interior and exterior walls of apartment complexes, private residences, and buildings, are molded products that have their own functions. A frame part supported by structural members that are necessary for
A laminated structure consisting of metal plates, plywood, asbestos slate, gypsum board, cement board, etc. is generally used, and if necessary, insulation and soundproofing materials such as glass wool and rock wool are laminated. It is sealed inside the cavity of the part.
しかしながら、この方法では壁の剛性を板部材で大部分
負担するため、板部材のせん断方向の力に対しては高閘
性であるが、板部材の曲げ方向の力に対しては著しく低
剛性となり、たわみやへこみが生じ易く、その結果とし
て梁や柱との取り合い部分に隙間が生じたり板部材の割
れや剥がれが生じ易いという課題があった。However, with this method, most of the stiffness of the wall is borne by the plate members, so although the plate members have high stiffness against forces in the shear direction, they have significantly low rigidity against forces in the bending direction of the plate members. As a result, bending and denting are likely to occur, and as a result, there are problems in that gaps are created at the joints with beams and columns, and the plate members are likely to crack or peel off.
一方、鉄骨造、鉄筋コンクリート造及び鉄骨鉄筋コンク
リート造等の住宅の場合、仕上げ板部材としての床はコ
ンクリート、気泡コンクリート及び無機系成形板等で構
成される構造部材としての床面に根太やこれに類するも
のを設置し、その上に合板を貼合わせるか、又は、高さ
調整用部品を先付けした合板パネルを敷ならべ、この表
面に畳やカーペットなどの仕上げ材を設置する方法など
が−船釣であるが、壁間様、パネルの曲げ方向の剛性不
足によるたわみやきしみなどが発生すると共に、仕上げ
板部材としての床合板パネルが床面と一体化していない
ため、目地部分に不陸が発生するという課題があった。On the other hand, in the case of houses of steel frame construction, reinforced concrete construction, steel-frame reinforced concrete construction, etc., the floor as a finishing board member is made of concrete, aerated concrete, inorganic molded board, etc. There are two ways to do this: by setting up an object and pasting plywood on top of it, or by laying plywood panels with height adjustment parts pre-attached, and then installing finishing materials such as tatami mats or carpets on this surface. However, due to the lack of rigidity in the bending direction of the panels, bending and creaking occur, and unevenness occurs at the joints because the floor plywood panels used as finishing board members are not integrated with the floor surface. There was a problem.
また、防音や断熱の面からは、構造部材の床面と仕上げ
板部材としての床材との空隙部分に断熱材や防音材を挿
入することが検討されているが、床の水平度を保持しな
がら均一に充填することが困難であること、硝子ウール
やロックウールなどの繊維質を多量に含むものは床下の
防湿上好ましくないことなどから、特殊用途以外は実用
が困難であるという課題があった。In addition, from the perspective of soundproofing and heat insulation, it is being considered to insert heat insulating materials and soundproofing materials into the gap between the floor surface of the structural member and the flooring material as the finishing board member, but it is necessary to maintain the levelness of the floor. However, it is difficult to fill it uniformly, and materials containing large amounts of fibers such as glass wool and rock wool are undesirable for moisture proofing under the floor, making it difficult to put them into practical use except for special purposes. there were.
壁や床の19tl性を高めるためには、内部に補強用部
材を多量にいれるか、あるいは使用する板厚を厚くする
かの方法が取られていたが、これらの方法は、新設時に
おいてのみ可能であり、既設の建築物においては大規模
な改修が必要であった。In order to improve the 19tl properties of walls and floors, methods were used such as inserting a large amount of reinforcing materials inside or increasing the thickness of the boards used, but these methods are only effective when newly constructed. possible, and would require major renovations in existing buildings.
また、壁や床の内部に補強材を多用することは、内封さ
れる断熱材や防音材の貼付はスペースが減少すること、
また、壁や床の内部が小さな空間に分断されることによ
り断熱材や防音材の未充填箇所が増大すること、さらに
は、電気配線、水道及びガス配管等のユーティリティ部
品を配置する場合の取り回しスペースが減少すること等
の課題があった。In addition, the use of many reinforcing materials inside walls and floors means that the space required to affix internal insulation and soundproofing materials is reduced.
In addition, the interior of walls and floors are divided into small spaces, which increases the number of areas where insulation and soundproofing materials are not filled, and furthermore, the layout of utility parts such as electrical wiring, water and gas piping, etc. There were issues such as a reduction in space.
本発明者は、特定の充填材を使用することにより、現行
の建築方法を変えずに既存の建築物においても使用でき
、内外壁の補強方法が可能となる知見を得て本発明を完
成するに至った。The present inventor has completed the present invention by obtaining the knowledge that by using a specific filling material, it can be used in existing buildings without changing the current construction method, and a method for reinforcing internal and external walls is possible. reached.
即ち、本発明は、建設部材の構造部材と仕上げ板部材と
が形成する空隙部分に、無機結合材と骨材を主成分とす
る充填材を充填することを特徴とする建設部材の補強方
法である。That is, the present invention provides a method for reinforcing a construction member, which comprises filling a void formed between a structural member and a finishing plate member of the construction member with a filler whose main components are an inorganic binder and aggregate. be.
以下、本発明の詳細な説明する。The present invention will be explained in detail below.
本発明における建設部材は、建築や土木に用いる材料で
、それ自体、機能をもつ成形物である。The construction member in the present invention is a material used in architecture and civil engineering, and is itself a molded product with a function.
また、本発明における構造部材とは、建築物や建設物が
自立するため必要な部材で、建物の構造耐力上欠くこと
のできない柱、梁及び筋かい等の部材のみを指すもので
はなく、外壁、内壁、間仕切り壁及び腰壁等を設置する
のに必要な柱状や梁状部材の他、床面などをも含むもの
である。In addition, the structural members in the present invention refer to members necessary for buildings and constructions to stand on their own, and do not refer only to members such as columns, beams, and braces that are indispensable for the structural strength of buildings, but also to external walls. In addition to pillar-shaped and beam-shaped members necessary for installing internal walls, partition walls, waist walls, etc., it also includes floor surfaces.
さらに、本発明における仕上げ板部材とは、例えば、金
属板、合板、石綿スレート板、石膏ボード及びセメント
系ボード等の板材の他、コンクリート等の面上に設置さ
れる仕上げ床などの合板部材を含むものである。Furthermore, the finished board members in the present invention include, for example, board materials such as metal plates, plywood, asbestos slate boards, gypsum boards, and cement boards, as well as plywood members such as finished floors installed on surfaces such as concrete. It includes.
また、建設部材の構造部材と板材とが形成する空隙部分
とは、壁部材においては、柱状や梁状部材を骨組部分と
し、板状部材でその骨組部分をタイコ状になるように両
側から覆うことにより構成される部位の、板状部材に挟
まれた内側の空洞部分をさすものである。In addition, the void formed by the structural members and plate materials of the construction material refers to the case where, in the case of wall members, the columnar or beam-like members are used as the frame part, and the plate-like members cover the frame part from both sides in a cylindrical shape. It refers to the inner hollow part sandwiched between the plate-like members of the part constructed by this.
また、床部材においては、構造耐力上の床面と仕上げ板
部材としての床材、特に仕上げ材を支えるため、根太や
これに類するものと合板パネル面との空洞部分をさすも
のである。In addition, in the case of floor members, it refers to the hollow area between the floor joist or similar material and the plywood panel surface in order to support the floor surface for structural strength and the floor material as a finishing board member, especially the finishing material.
ここで、骨組部分とは、木造や鉄骨造などの構造形式の
うち、柱や梁で構成される部分をさすものである。Here, the frame portion refers to a portion of a structure such as a wooden structure or a steel structure, which is composed of columns and beams.
本発明における無機結合材とは、ポルトランドセメント
、アルミナセメント及びセラコラ等、水硬性を有する物
質であればいずれでも良く、さらに、物性を損なわない
範囲内で高炉スラグ、フライアッシュ及びシリカヒユー
ム等を混合使用することも可能である。The inorganic binder in the present invention may be any material that has hydraulic properties, such as Portland cement, alumina cement, and Ceracola, and may also include mixed use of blast furnace slag, fly ash, silica hume, etc. within a range that does not impair physical properties. It is also possible to do so.
また、作業性向上の面から急硬剤や急硬材、膨張材、凝
結遅延剤、発泡剤や気泡剤及び高性能減水剤等の併用も
可能である。Further, from the viewpoint of improving workability, it is also possible to use a rapid hardening agent, a rapid hardening agent, an expanding agent, a setting retarder, a foaming agent, a foaming agent, a high performance water reducing agent, etc. in combination.
2、硬剤としては、けい酸ソーダ、アルミン酸ソーダや
塩化カルシカムなどの塩化物等が使用できる。2. As a hardening agent, chlorides such as sodium silicate, sodium aluminate, and calcium chloride can be used.
急硬材としては、カルシウムアルミネート系のものなど
が使用可能である。また、アルミナセメントをポルトラ
ンドセメントの2.硬材として使用することもできるが
、必ずしもこれに限定されるものではない。As the rapidly hardening material, calcium aluminate materials can be used. In addition, alumina cement is used in portland cement. Although it can also be used as hardwood, it is not necessarily limited to this.
膨張材としては、カルシウムサルファアルミネ−ト系、
石灰系のいずれも使用可能である。Expanding materials include calcium sulfur aluminate,
Any lime type can be used.
凝結遅延剤としては、クエン酸やグルコン酸などのオキ
シカルボン酸、Pi類などが使用できる。As the setting retarder, oxycarboxylic acids such as citric acid and gluconic acid, Pi, and the like can be used.
発泡剤としては、アルミニウム、マグネシウム及び亜鉛
等の金属粉を使用できる。As the blowing agent, metal powders such as aluminum, magnesium and zinc can be used.
気泡剤としてはサポニンやゼラチン、カゼイン及びマル
ブミン等のタンパク質又はその誘導体を使用することが
できる。As the foaming agent, proteins such as saponin, gelatin, casein and malbumin, or derivatives thereof can be used.
高性能減水剤としては、β−ナフタレンスルホン酸ホル
マリン縮合物、メラミンスルホン酸ホルマリン縮合物及
びスルホン化メラミン縮合物等が使用できる。As the high performance water reducing agent, β-naphthalenesulfonic acid formalin condensate, melamine sulfonic acid formalin condensate, sulfonated melamine condensate, etc. can be used.
また、本発明に用いる骨材とは、天然砂をはしめ人工軽
量骨材、パーライト及び発泡硝子ビーズ等の無機系、あ
るいは、有機系発泡ビーズなどの使用が可能であるが、
軽量化と、断熱性や遮音性向上の面からパーライトや発
泡ビーズなどのかさ比重の小さいものがより好ましい。In addition, the aggregate used in the present invention can be artificial lightweight aggregate filled with natural sand, inorganic type such as perlite and foamed glass beads, or organic type foamed beads.
In terms of weight reduction and improved heat insulation and sound insulation properties, materials with low bulk specific gravity such as perlite and foam beads are more preferable.
さらに骨材の一部を、岩綿、木綿、クラフトパルプ、硝
子繊維、レーヨン繊維、ビニロン繊維及びポリプロピレ
ン繊維等で置き換えて使用することも可能である。Furthermore, it is also possible to replace a part of the aggregate with rock wool, cotton, kraft pulp, glass fiber, rayon fiber, vinylon fiber, polypropylene fiber, etc.
骨材の使用量は、無機結合材1重量部に対して、0.2
〜8重量部、好ましくは、0.5〜5重量部がよい。The amount of aggregate used is 0.2 parts by weight of the inorganic binder.
~8 parts by weight, preferably 0.5 to 5 parts by weight.
0.2重量部未満では、硬化後の充填材の収縮が大とな
り、充填箇所に空隙が生じる原因ともなる。If the amount is less than 0.2 parts by weight, the shrinkage of the filler after curing will be large, which may cause voids to be formed at the filling location.
8重量部を越えると、充填材の強度が低下するとともに
、作業性が著しく低下する傾向がある。If it exceeds 8 parts by weight, the strength of the filler tends to decrease and workability tends to decrease significantly.
また水は無機結合材1重量部に対して0.3〜3重量部
、好ましくは、0.5〜1.5重量部がよい。Further, the amount of water is preferably 0.3 to 3 parts by weight, preferably 0.5 to 1.5 parts by weight, per 1 part by weight of the inorganic binder.
0.3重量部未満では、充填材の注入性が低下し、3重
量部を越えると、硬化後の強度低下が著しいと共に充填
後にブリージングを生じ、充填箇所からの水もれを生じ
やすい傾向がある。If it is less than 0.3 parts by weight, the injectability of the filler will decrease, and if it exceeds 3 parts by weight, there will be a significant decrease in strength after curing, as well as bleeding after filling, which tends to cause water leakage from the filling area. be.
充填材は、無機結合材と骨材及び水を必須材料とし、さ
らに、さらに、発泡剤や気泡剤などを加え、施工現場に
てコンクリートミキサ、モルタルミキサ及びハンドミキ
サ等で混合して製造した後、流し込み、あるいは、コン
クリートポンプやモルタルポンプにて注入する。一方、
充填材を注入する過程において空気、炭酸ガス及び窒素
ガス等を機械的に混合した後充填することも可能である
。The filler is manufactured by using an inorganic binder, aggregate, and water as essential ingredients, and then adding a foaming agent or foaming agent, etc., and mixing it at the construction site with a concrete mixer, mortar mixer, hand mixer, etc. , by pouring, or by injecting with a concrete pump or mortar pump. on the other hand,
In the process of injecting the filler, it is also possible to mechanically mix air, carbon dioxide gas, nitrogen gas, etc. and then fill the filler.
以下、実施例にて本発明の詳細な説明する。 Hereinafter, the present invention will be explained in detail with reference to Examples.
実施例1
第1図は、本発明の実施例及び比較例を示すものであっ
て、ツーバイフォー工法住宅に用いられる壁部分の一部
を用いて実施した。実施にあたりJIS構造用合板、厚
さ12mm及び石膏ボード、JISA 6901相当品
を仕上げ板部材I及び2とし、網打材3を取り除き、直
接ツーバイフォー工法の構造部材4としてのツーバイフ
ォー用建築部材、206HEM−FIRに直付けし実施
した。図中に示す(A)部分は、従来工法に従い、壁内
に、断熱材5として厚さ100mmの旭ファイバーグラ
ス製商品名「マットエースシルバー100」を内装した
。一方(B)部分の壁には、デンカスーパーセメント1
重量部、骨材として7号珪砂2重量部、タンパク質系の
気泡剤0.003重量部及び水を0.45重ヨ部混合し
、発泡モルタルを作製し、床面より2mの高さで壁中央
部の壁面上部にあけた30sφの穴よりモルタルポンプ
にて充填し、充填完了後モルタルの漏れ、乾燥を防ぐ目
的で注入穴をシリコン栓にて蓋をし、ビニールシートで
覆い養生した。注入後、7日後にそれぞれの壁を建物の
内部から約30kgの荷重で壁中心部分を押したところ
、(A)については、約5mmのへこみが認められたが
(B)については、へこみが認められなかった。また、
防音性能を調べる目的で(A)、(B)の内壁部分をそ
れぞれプラスチックハンマーで叩き外壁側での音の程度
を調べたところ(A)と比較して(B)では、約2ボー
ン低い値を得た。Example 1 FIG. 1 shows an example and a comparative example of the present invention, which were carried out using a part of a wall part used in a two-by-four construction method house. For implementation, JIS structural plywood, thickness 12 mm and plasterboard, JISA 6901 equivalent, were used as finished board members I and 2, netting material 3 was removed, and two-by-four building material 206HEM- was used as structural member 4 of the direct two-by-four construction method. It was carried out by attaching it directly to the FIR. In part (A) shown in the figure, a 100 mm thick heat insulating material 5 made by Asahi Fiberglass under the trade name "Mat Ace Silver 100" was installed inside the wall according to the conventional construction method. On the other hand, on the wall of part (B), Denka Super Cement 1
A foamed mortar was prepared by mixing 2 parts by weight of No. 7 silica sand as aggregate, 0.003 parts by weight of a protein foaming agent, and 0.45 parts by weight of water. Filling was performed using a mortar pump through a hole of 30 sφ drilled in the upper part of the wall at the center, and after filling was completed, the injection hole was covered with a silicone stopper to prevent mortar from leaking and drying, and was covered with a vinyl sheet for curing. Seven days after injection, each wall was pressed against the center of the wall with a load of approximately 30 kg from inside the building, and a dent of approximately 5 mm was observed in (A), but no dent was observed in (B). I was not able to admit. Also,
In order to examine the soundproofing performance, we struck the inner wall parts of (A) and (B) with a plastic hammer to examine the level of sound on the outer wall side. Compared to (A), (B) had a lower value by about 2 bones. I got it.
実施例2
実施例1にて使用した壁材をそれぞれ49.5X40c
mX16.7cn+厚の大きさに切り出し、供試体7と
し、第3図に示すような、厚さ6mmの鉄枠8で電気炉
に取り付けた。その後、耐火性能を調べるために750
°Cの温度にて加熱し、供試体の電気炉とは反対面への
影響を測定したところ、実施例では、23分後に煙が発
生し、そのときの表面温度は、室温よりも25°C高か
った。一方、比較例では、8分後に煙が発生し、23分
後には表面温度が室温よりも62°C高くなった。Example 2 The wall materials used in Example 1 were each 49.5x40c.
It was cut out to a size of m x 16.7 cn + thickness to prepare a specimen 7, and was attached to an electric furnace with an iron frame 8 having a thickness of 6 mm as shown in FIG. After that, 750
When heating at a temperature of °C and measuring the effect on the opposite side of the specimen from the electric furnace, in the example, smoke was generated after 23 minutes, and the surface temperature at that time was 25° above room temperature. C It was expensive. On the other hand, in the comparative example, smoke was generated after 8 minutes, and the surface temperature became 62° C. higher than room temperature after 23 minutes.
本発明によれば、従来の建築方法を変えることなく、ま
た既設の壁、あるいは、床部材においても、床部材にお
いても、大規模な改修工事を行うことなく、内壁・外壁
の剛性が向上し、補強ができると共に、注入する充填材
の比重や発泡率を変えることにより断熱性、訪客性及び
防火性の向上も可能で、安価な補強工法を得ることがで
きた。According to the present invention, the rigidity of internal and external walls can be improved without changing conventional construction methods and without performing large-scale renovation work on existing walls or floor materials. In addition to being able to provide reinforcement, by changing the specific gravity and foaming rate of the filler to be injected, it was also possible to improve heat insulation, visitor friendliness, and fire protection, making it possible to obtain an inexpensive reinforcement method.
第1図と第2図は本発明における実施例1の態様を、ま
た、第3図は実施例2の態様を示す。
第1図はツーバイフォー建築工法に用いられる壁部分の
実物大模型の斜視図であり、第2図は、第1図における
a−b部分における断面図である。
また、第3図は、実施例2において用いた、電気炉に取
り付けた供試体と電気炉の断面図である。
符号
■
:仕上げ板部材1、JIS構造用合板、厚さ121:仕
上げ板部材2、石膏ボード、JIS A 6901相当
品
:胴打材
:II造部材
部材熱材
:充填材
:供試体
:鉄枠
:電気炉1 and 2 show aspects of a first embodiment of the present invention, and FIG. 3 shows an aspect of a second embodiment of the present invention. FIG. 1 is a perspective view of a full-scale model of a wall portion used in the two-by-four construction method, and FIG. 2 is a sectional view taken along section a-b in FIG. 1. Moreover, FIG. 3 is a sectional view of the test piece attached to the electric furnace and the electric furnace used in Example 2. Code ■: Finished board member 1, JIS structural plywood, thickness 121: Finished board member 2, gypsum board, JIS A 6901 equivalent: Body batting material: II construction member, heating material: Filling material: Specimen: Iron frame :Electric furnace
Claims (1)
隙部分に、無機結合材と骨材を主成分とする充填材を充
填することを特徴とする建設部材の補強方法。1) A method for reinforcing a construction member, which comprises filling a void formed between a structural member and a finishing plate member of the construction member with a filler whose main components are an inorganic binder and aggregate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1290535A JPH03151433A (en) | 1989-11-08 | 1989-11-08 | Reinforcing method for construction member |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1290535A JPH03151433A (en) | 1989-11-08 | 1989-11-08 | Reinforcing method for construction member |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03151433A true JPH03151433A (en) | 1991-06-27 |
Family
ID=17757285
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1290535A Pending JPH03151433A (en) | 1989-11-08 | 1989-11-08 | Reinforcing method for construction member |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03151433A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2855644A1 (en) * | 2003-05-27 | 2004-12-03 | Thomson Plasma | PLASMA PANEL WHOSE CEMENT BARRIERS ARE CEMENT |
KR101593072B1 (en) * | 2014-08-19 | 2016-02-11 | 인제대학교 산학협력단 | Lever for Opening Lid of Can and Can Having the Same |
CN111410500A (en) * | 2020-04-28 | 2020-07-14 | 湖北昌耀新材料股份有限公司 | Phosphogypsum ceramsite ball and spherical and gravel type phosphogypsum ceramsite ball light aggregate water stabilization layer |
-
1989
- 1989-11-08 JP JP1290535A patent/JPH03151433A/en active Pending
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2855644A1 (en) * | 2003-05-27 | 2004-12-03 | Thomson Plasma | PLASMA PANEL WHOSE CEMENT BARRIERS ARE CEMENT |
WO2004107381A3 (en) * | 2003-05-27 | 2005-02-10 | Thomson Plasma | Plasma panel comprising cement partition barriers |
US7710033B2 (en) | 2003-05-27 | 2010-05-04 | Thomson Licensing | Plasma panel comprising cement partition barriers |
KR101026462B1 (en) * | 2003-05-27 | 2011-04-01 | 톰슨 프라즈마 | Plasma panel comprising cement partition barriers |
KR101593072B1 (en) * | 2014-08-19 | 2016-02-11 | 인제대학교 산학협력단 | Lever for Opening Lid of Can and Can Having the Same |
CN111410500A (en) * | 2020-04-28 | 2020-07-14 | 湖北昌耀新材料股份有限公司 | Phosphogypsum ceramsite ball and spherical and gravel type phosphogypsum ceramsite ball light aggregate water stabilization layer |
CN111410500B (en) * | 2020-04-28 | 2022-03-01 | 湖北昌耀新材料股份有限公司 | Phosphogypsum ceramsite ball and spherical and gravel type phosphogypsum ceramsite ball light aggregate water stabilization layer |
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