JPH0536592B2 - - Google Patents
Info
- Publication number
- JPH0536592B2 JPH0536592B2 JP9792385A JP9792385A JPH0536592B2 JP H0536592 B2 JPH0536592 B2 JP H0536592B2 JP 9792385 A JP9792385 A JP 9792385A JP 9792385 A JP9792385 A JP 9792385A JP H0536592 B2 JPH0536592 B2 JP H0536592B2
- Authority
- JP
- Japan
- Prior art keywords
- mortar
- sash
- filling
- reinforcing material
- water
- 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.)
- Expired - Lifetime
Links
- 239000004570 mortar (masonry) Substances 0.000 claims description 72
- 239000000463 material Substances 0.000 claims description 22
- 239000012779 reinforcing material Substances 0.000 claims description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 239000003566 sealing material Substances 0.000 claims description 8
- 239000011358 absorbing material Substances 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 6
- 239000012209 synthetic fiber Substances 0.000 claims description 3
- 229920002994 synthetic fiber Polymers 0.000 claims description 3
- 230000001788 irregular Effects 0.000 claims 1
- 238000007789 sealing Methods 0.000 claims 1
- 238000001035 drying Methods 0.000 description 5
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 239000004568 cement Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 229920006328 Styrofoam Polymers 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Door And Window Frames Mounted To Openings (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【発明の詳細な説明】
《産業上の利用分野》
この発明は、特に建築外壁とサツシとの〓間に
モルタルを充填する工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION <<Industrial Application Field>> The present invention particularly relates to a method of filling mortar between the outer wall of a building and a sash.
《従来技術と問題点》
建築外壁のコンクリート面にサツシを取り付け
る場合、サツシの建て入れを確認しながら、外壁
の端面より突出したアンカー筋に、サツシの端部
を溶接固定して、これらの〓間にモルタルを充填
している。《Prior art and problems》 When attaching a sash to the concrete surface of a building's exterior wall, while checking the erecting of the sash, the ends of the sash are welded and fixed to anchor bars that protrude from the end face of the exterior wall, and these The space is filled with mortar.
ところが、サツシ枠の外側は複雑な形状を有す
るとともに、コンクリート外壁との〓間が狭いた
め、硬練りのモルタルでは、〓間の隅々まで充填
するのが困難で、一方、軟練りのモルタルでは、
特にサツシの立ち上がり部を充填するときに、垂
れ下がつて作業能率の低下を招いていた。 However, since the outside of the sash frame has a complex shape and the gap between it and the concrete outer wall is narrow, it is difficult to fill every inch of the gap with hard-mixed mortar, while with soft-mixed mortar, ,
Particularly when filling the rising part of the sash, the sag would sag, resulting in a decrease in work efficiency.
また、建造物が完成した後、サツシまわりのモ
ルタルの充填不良、乾燥収縮クラツチ等により漏
水が生じている。そのため、サツシまわりの充填
モルタルを施工する場合は、充填率などチエツク
したり、防水剤入りモルタルを使用して作業を進
めているが、前述した如く、モルタルを完全に充
填することは困難であるとともに、収縮クラツチ
が生じるため、漏水対策上有効な手段とは言い難
かつた。 Furthermore, after a building is completed, water leakage occurs due to insufficient filling of mortar around the sash, dry shrinkage clutches, etc. Therefore, when filling mortar around the sash, we check the filling rate and use mortar containing a waterproofing agent, but as mentioned above, it is difficult to completely fill the mortar. At the same time, a contraction clutch occurs, so it is difficult to say that this is an effective means for preventing water leakage.
この発明は、上述した従来の問題点に鑑みてな
されたもので、その目的は充填モルタル中に糸状
補強材を振動を加えながら進入させることによ
り、構造物の外壁とサツシに〓間の隅々までモル
タルを充填するとともに収縮クラツチの発生を防
止して漏水が生じないようにするモルタルの充填
工法を提供するものである。 This invention was made in view of the above-mentioned conventional problems.The purpose of this invention is to introduce a thread-like reinforcing material into the filled mortar while applying vibration, so that it can be applied to the outer wall and the sash of the structure. To provide a method for filling mortar which prevents water leakage by filling mortar up to the point where it prevents shrinkage clutches from occurring.
《問題点を解決するための手段》
上記の目的を達成するために、この発明は構造
物の外壁とサツシの〓間に、モルタルを充填した
後、合成繊維等からなる糸状物を不規則な立体的
に交絡した塊状の糸状補強材をモルタル中に押し
込み、モルタルに振動を加えることにより前記糸
状補強材をモルタル中に進入させ、前記振動によ
つて生じた空間部にモルタルを補充し、サツシと
外装材の取合い部をシールするのである。<Means for Solving the Problems> In order to achieve the above object, the present invention fills mortar between the outer wall of the structure and the sash, and then irregularly inserts filamentous materials made of synthetic fibers, etc. The thread-like reinforcing material in the form of a 3D entangled lump is pushed into the mortar, and by applying vibration to the mortar, the thread-like reinforcing material enters the mortar, and the space created by the vibration is replenished with mortar. This seals the joint between the exterior material and the exterior material.
《作用》
本発明に係る充填工法は、充填モルタル中に振
動を加えながら糸状補強材を進入させるため、構
造物の外壁とサツシの〓間へのモルタル充填と糸
状補強材のモルタル内への進入とを同時に行うこ
とが出来、しかもモルタルは前記〓間の隅々まで
充填されれて漏水を防止し、モルタル中に充填さ
れた糸状補強材はモルタルの乾燥による収縮を吸
収してクラツクの発生要因を封じ込むことができ
る。<<Operation>> The filling method according to the present invention allows the filamentous reinforcing material to enter the filling mortar while applying vibration, so that it is possible to fill the mortar between the outer wall of the structure and the sash and to allow the filamentous reinforcing material to enter the mortar. This can be done at the same time, and the mortar is filled into every corner of the space to prevent water leakage, and the thread-like reinforcing material filled in the mortar absorbs shrinkage due to drying of the mortar and eliminates the cause of cracks. can be contained.
また、糸状補強材として吸水性のあるものを使
用した場合にはモルタル中の余剰水を吸水して、
あたかも水セメント比の低いモルタルを充填した
のと同じような状態となり、モルタルの乾燥によ
る収縮を減少することが出来る。 In addition, if a water-absorbing material is used as the thread-like reinforcing material, it will absorb excess water in the mortar and
The condition is similar to that of filling mortar with a low water-to-cement ratio, and shrinkage due to mortar drying can be reduced.
また、シール材のバツクアツプ材として吸水性
を有する材料を用いた場合には、シール材が老朽
化して、この部分より雨水が進入しても、バツク
アツプ材(海綿状のゴムまたは合成樹脂などの製
品)部分で水分を保持し、それより先の充填モル
タル部分には適度の湿りを補う程度となり、漏水
の恐れを減少させることができる。 In addition, if a water-absorbing material is used as the back-up material for the sealing material, even if the sealing material ages and rainwater enters from this area, the back-up material (such as spongy rubber or synthetic resin) ) part retains moisture, and the filled mortar part beyond that has a moderate amount of moisture to compensate, reducing the risk of water leakage.
《実施例》
この発明の好適な実施例に係る施工法に付いて
図面に従い説明する。<<Example>> A construction method according to a preferred embodiment of the present invention will be described with reference to the drawings.
まず第1図において、構造物の外壁1とサツシ
2の〓間3の外周部に充填モルタル5が漏れない
ように仮枠11を取り付ける。その後、モルタル
5を充填する外壁1の端面に、モルタル5との接
着力を高めるために、従来工法により接着剤12
を塗布し、該接着剤12が乾燥しないうちに早急
にモルタル5を〓間3に充填する。モルタル5を
充填した後、合成繊維等からなる糸状物を図示し
たように不規則に立体的に交絡した塊状の糸状補
強材7をモルタル中に押し込み、加振機8により
モルタル充填側の開口部からモルタル5に振動を
加えると糸状補強材は徐々にモルタル中に進入し
て行く。 First, in FIG. 1, a temporary frame 11 is attached to the outer periphery of the space 3 between the outer wall 1 and the sash 2 of the structure to prevent the filling mortar 5 from leaking. Thereafter, adhesive 12 is applied to the end surface of the outer wall 1 filled with mortar 5 using a conventional construction method in order to increase the adhesive force with the mortar 5.
is applied, and the mortar 5 is immediately filled into the gap 3 before the adhesive 12 dries. After filling the mortar 5, a lump-like filamentous reinforcing material 7 made of filaments made of synthetic fibers or the like is irregularly intertwined three-dimensionally as shown in the figure is pushed into the mortar, and the opening on the mortar filling side is pushed into the mortar by a vibrator 8. When vibration is applied to the mortar 5, the filamentous reinforcing material gradually enters the mortar.
この場合、モルタルの充填度の確認として、サ
ツシの内側からモルタルのノロが出るまで、振動
を加えて糸状補強材7をモルタル中に進入させ
る。 In this case, to check the degree of filling of the mortar, the filamentous reinforcing material 7 is introduced into the mortar while applying vibration until mortar slag comes out from inside the sash.
前記〓間3に水セメント比の高いモルタル5を
充填することができるし、またモルタルには振動
を加えるため、該〓間3の隅々までモルタル5が
行きわたる。 The gap 3 can be filled with mortar 5 having a high water-cement ratio, and since vibration is applied to the mortar, the mortar 5 is spread throughout the gap 3.
また前記糸状補強材7は好ましくは吸水性を有
する糸状物から形成し、この場合には糸状補強材
はモルタル中の余剰水分を吸水してあたかも水セ
メント比の低いモルタル5を充填したと同じよう
な状態となり、モルタル5の乾燥による収縮を減
少させることができる。 Further, the filamentous reinforcing material 7 is preferably formed from a filamentous material having water-absorbing properties, and in this case, the filamentous reinforcing material absorbs excess moisture in the mortar and becomes as if it were filled with mortar 5 with a low water-to-cement ratio. This makes it possible to reduce shrinkage of the mortar 5 due to drying.
第2図において、前記加振機8により振動を加
えることにより〓間3部分に空間が生じた場合に
は、この空間部にモルタル6を補充してやれば良
い。〓間3の充填モルタル5が硬化した後、仮枠
11を取り外し、タイル等の外装材4の下地モル
タルを施工する。その際、外装材とサツシ2の取
り合い部に、後で施工するバツクアツプ材9、シ
ール材10の間〓を発泡スチロールなどで確保す
る。 In FIG. 2, if a space is created in the space 3 due to the application of vibration by the vibrator 8, mortar 6 may be replenished into this space. After the filling mortar 5 in the gap 3 has hardened, the temporary frame 11 is removed and a base mortar for the exterior material 4 such as tiles is applied. At this time, at the joint between the exterior material and the sash 2, a space between the back-up material 9 and the sealing material 10, which will be applied later, is secured with styrofoam or the like.
下地モルタルが乾燥した後、前記スチロールを
撤去し、その部分に海綿状のゴムまたは合成樹脂
等からなるバツクアツプ材9を取り付ける。その
後、前記下地モルタル上にタイル等の外装材4を
取り付け、外装材4とサツシ2の取り合い部でか
つ、前記バツクアツプ材9上にシール材10を注
入して作業は完了する。 After the base mortar has dried, the styrene is removed and a back-up material 9 made of spongy rubber, synthetic resin, etc. is attached to that part. Thereafter, an exterior material 4 such as a tile is mounted on the base mortar, and a sealing material 10 is injected onto the back-up material 9 at the joint between the exterior material 4 and the sash 2, and the work is completed.
《発明の効果》
この発明は、以上実施例で説明したように、充
填モルタル中に糸状物を不規則に立体的に交絡し
た塊状の糸状補強材を振動させながら押し込むこ
とにより、構造物の外壁とサツシの〓間へのモル
タルの密実な充填と糸状補強材のモルタル内への
進入とを同時に行うことが出来、しかも振動を加
えることによつてモルタルは前記〓間の隅々まで
充填され、モルタル中に充填された糸状補強材は
モルタルの乾燥による収縮を吸収してクラツクの
発生要因を封じ込むことができる。<<Effects of the Invention>> As explained in the above embodiments, the present invention can strengthen the outer wall of a structure by pushing a lump-like filament reinforcing material in which filaments are irregularly intertwined three-dimensionally into a filled mortar while vibrating it. It is possible to densely fill the mortar between the slats and the sash and to allow the filamentous reinforcing material to enter the mortar at the same time, and by applying vibration, the mortar can be filled to every corner between the slats. The filamentous reinforcing material filled in the mortar can absorb the shrinkage caused by drying of the mortar and contain the causes of cracks.
また、糸状補強材として吸水性のあるものを使
用した場合にはモルタル中の余剰水を吸水して、
あたかも水セメント比の低いモルタルを充填した
のと同じような状態となり、モルタルの乾燥によ
る収縮を減少することが出来る。 In addition, if a water-absorbing material is used as the thread-like reinforcing material, it will absorb excess water in the mortar and
The condition is similar to that of filling mortar with a low water-to-cement ratio, and shrinkage due to mortar drying can be reduced.
また、シール材のバツクアツプ材として海綿状
のゴム等の吸水性を有する材料を用いた場合に
は、シール材が老朽化して、この部分より雨水が
進入しても、バツクアツプ材部分で水分を保持
し、それより先の充填モルタル部分には適度の湿
りを補う程度となり、漏水の恐れを減少させるこ
とができる。 In addition, if a water-absorbing material such as spongy rubber is used as the back-up material for the sealing material, even if the sealing material ages and rainwater enters from this area, the back-up material will retain moisture. However, the filled mortar portion beyond that point will have an appropriate amount of moisture to compensate, reducing the risk of water leakage.
図面は、この発明の実施例の施工順序を示す平
面図で、第1図は建造物の外壁とサツシの〓間に
モルタルを充填した後、糸状補強材を振動させな
がら挿入している説明図、第2図は生じた空〓部
にモルタルを充填した後、シール材のバツクアツ
プ材として吸水性を有する材料を用いた説明図で
ある。
1……外壁、2……サツシ、3……〓間、4…
…外装材、5……充填モルタル、6…補充モルタ
ル、7……糸状補強材、9……バツクアツプ材、
10……シール材、11……仮枠、12……接着
剤。
The drawings are plan views showing the construction order of the embodiment of this invention, and Fig. 1 is an explanatory diagram showing the insertion of filamentous reinforcing material while vibrating it after filling mortar between the outer wall of the building and the bottom of the sash. FIG. 2 is an explanatory view of using a water-absorbing material as a backup material for the sealing material after filling the created cavity with mortar. 1... Outer wall, 2... Satsushi, 3... Between, 4...
... Exterior material, 5 ... Filling mortar, 6 ... Replenishment mortar, 7 ... Thread reinforcement material, 9 ... Backup material,
10... Seal material, 11... Temporary frame, 12... Adhesive.
Claims (1)
充填した後、合成繊維等からなる糸状物を不規則
な立体的に交絡した塊状の糸状補強材をモルタル
中に押し込み、モルタルに振動を加えることによ
り前記糸状補強材をモルタル中に進入させ、前記
振動によつて生じた空間部にモルタルを補充し、
サツシと外装材の取合い部をシールしたことを特
徴とするモルタルの充填工法。 2 前記糸状補強材が吸水性を有することを特徴
とする特許請求の範囲第1項に記載のモルタルの
充填工法。 3 シール材のバツクアツプ材として、海綿状の
ゴム等の吸水性を有する材料を用いたことを特徴
とする特許請求の範囲第1項または第2項記載の
モルタルの充填工法。[Scope of Claims] 1. After filling mortar between the outer wall of the structure and the sash, a lump-like filament reinforcing material made of filaments made of synthetic fibers etc. intertwined in an irregular three-dimensional manner is pushed into the mortar. , by applying vibration to the mortar, the thread-like reinforcing material enters the mortar, and the space created by the vibration is replenished with mortar;
A mortar filling method characterized by sealing the joint between the sash and the exterior material. 2. The mortar filling method according to claim 1, wherein the filamentous reinforcing material has water absorbency. 3. The mortar filling method according to claim 1 or 2, wherein a water-absorbing material such as spongy rubber is used as a backup material for the sealing material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9792385A JPS61257573A (en) | 1985-05-10 | 1985-05-10 | Filling construction method of mortar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9792385A JPS61257573A (en) | 1985-05-10 | 1985-05-10 | Filling construction method of mortar |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61257573A JPS61257573A (en) | 1986-11-15 |
| JPH0536592B2 true JPH0536592B2 (en) | 1993-05-31 |
Family
ID=14205207
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9792385A Granted JPS61257573A (en) | 1985-05-10 | 1985-05-10 | Filling construction method of mortar |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61257573A (en) |
-
1985
- 1985-05-10 JP JP9792385A patent/JPS61257573A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61257573A (en) | 1986-11-15 |
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