JP4655299B2 - Construction structure of sanitary equipment - Google Patents

Construction structure of sanitary equipment Download PDF

Info

Publication number
JP4655299B2
JP4655299B2 JP2001186843A JP2001186843A JP4655299B2 JP 4655299 B2 JP4655299 B2 JP 4655299B2 JP 2001186843 A JP2001186843 A JP 2001186843A JP 2001186843 A JP2001186843 A JP 2001186843A JP 4655299 B2 JP4655299 B2 JP 4655299B2
Authority
JP
Japan
Prior art keywords
japanese
side wall
style toilet
connection pipe
floor
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
Application number
JP2001186843A
Other languages
Japanese (ja)
Other versions
JP2003003553A (en
Inventor
尚孝 賀来
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.)
Toto Ltd
Original Assignee
Toto Ltd
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 Toto Ltd filed Critical Toto Ltd
Priority to JP2001186843A priority Critical patent/JP4655299B2/en
Publication of JP2003003553A publication Critical patent/JP2003003553A/en
Application granted granted Critical
Publication of JP4655299B2 publication Critical patent/JP4655299B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Sanitary Device For Flush Toilet (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、衛生設備の施工構造及び施工方法に係わり、特に設置階からだけの作業で、和風便器から他の衛生設備への施工を短工期で行うことのできる衛生設備の施工方法に関する。
【0002】
【従来の技術】
多層階の建築物における和風便器から他の衛生設備への改修施工においては、
従来より、特開昭59−224738に見られるようなものがある。これは、階上における衛生設備の改修施工を行う場合に、階下からの作業を無くすために発明されたものであって、既設の和風便器の便鉢部を除去して既設排水管を露出させ、連絡管を立設した後、この連絡管と便鉢内部にモルタル等を埋め戻す構造である。
【0003】
【発明が解決しようとする課題】
ところで、このような改修作業を行う場合、新規に設置する衛生設備の排水用配管は、既存の和風便器内部にある場合には、特開昭59−224738に記載されている技術そのままで施工可能であった。新規の衛生設備の種類、数や向き等の事情によって、既存の和風便器外部に新規に設置する衛生設備の排水用配管を設ける必要がある場合には、併せて短期間に和風便器外部の床下に関する施工が必要となる。
【0004】
そこで本発明は、新規衛生設備の種類、数や向き等の事情によって、その配管を既存の和風便器外部に設ける必要がある場合であっても、設置階からだけの作業で短期に改修施工することが可能な施工構造を提供することを目的とする。
【0005】
【課題を解決するための手段】
上記目的を達成するために、本発明においては、既設の和風便器から他の衛生設備に施工する施工構造であって、該和風便器の便鉢部上方を切断することによって除去し、新規衛生設備の排水口と和風便器の排水口を露呈させるように設けた接続配管挿入口とを結ぶ接続配管が埋設される位置に対応する床仕上部を前記接続配管が突出しない深さまで除去して床下地部を形成し、前記和風便器の便鉢側壁に前記接続配管を通すために、前記床下地部が形成された位置に対応する前記便鉢側壁の一部を除去することで側壁除去部を形成し、前記側壁除去部の周囲に、前記側壁除去部と前記床下地部とに跨るようアスファルトシートを載置した後で、前記接続配管の一端を前記接続配管挿入口に挿入するとともに、前記接続配管の他端を前記新規衛生設備の排水口と接続することで、前記新規衛生設備の排水口と前記既設の和風便器の排水口とを前記接続配管により直接接続するように前記接続配管を前記側壁除去部を通じて前記床下地部に設置し、前記床下地部と既設和風便器内部に充填材を流し込むことを特徴とする衛生設備の施工構造を提供する。
【0006】
この発明では、新規衛生設備の種類、数や向き等の事情によって、その配管を既存の和風便器外部に設ける必要がある場合であっても、既存の和風便器を全て粉砕して取り除くことなく、設置階からだけの作業で短期に改修施工することが可能になる。
また、和風便器外部に接続配管を埋設し、この除去部と床下地部とに跨るようアスファルトシートを載置するので、充填材が階下に漏れることなく、一度に充填材を流すことで、和風便器便鉢内部と外部の接続配管埋設部を同時に水密に施工できる。
更に、新規に設置する衛生設備の排水用配管の材質が塩ビである場合、充填材で前記排水用配管を被覆するので、耐火構造とすることができる。
【0007】
【発明の実施の形態】
以下、図面を基に本発明の一実施例を具体的に説明する。
図1は、既設の和風便器と新規衛生設備の配管の位置関係を表した平面図である。図2は、図1におけるAA断面図である。
【0008】
図1における既設の和風便器5においては、新規衛生設備の設置面を従来の床仕上げ面と同一面にするために、前立部16と床仕上げ面100より上に突出する外周リム部14の切断を行なっている。新規衛生設備の設置面を従来の床仕上げ面100と同一面にするのでなければ、床仕上げ面100に突出した和風便器5の外周リム部14は切断する必要がない。以下にその切断方法を開示する。
【0009】
図3において、前立て部16の切断を行うにあたり、和風便器5のリム部14上面より10mm程度上を、マジック12でケガキ線15を入れる。前立て部16の内側にケガキ線15を入れる場合は、ケガキ用治具13があると作業しやすい。ケガキ用治具13の材質は、紙やベニア板など簡易的なもので製作するが、材質は特に限定されない。
【0010】
次にリム部14の切断を行うためのケガキ線17を入れる。図4は、ケガキ線17を入れたときの斜視図である。ケガキ線17を入れる方法は、前述の前立て部16のものと変らない方法で行うことができる。
【0011】
ここで、リム部14の切断寸法について説明する。図5は、和風便器5のリム部14近傍の断面図である。既設の和風便器5は、水袋下24が、支え台25を介してスラブ23に引っかかるようにして固定されている。
【0012】
図5におけるdは、切断されるべきリムの範囲を表す。突起24が床スラブ23に引っかかっている箇所より深くリムを切断する、すなわち深さdよりも深い位置でリム部14を切断すると、和風便器5は、床スラブ23への固定手段を失い、階下に落下する可能性がある。
和風便器5のリム深さ寸法に明確な基準は存在しないが、本出願人の実施したサンプルによる試験によれば、リム上面からの深さdを70mm以下の寸法にしておけば、床から突出している和風便器5のリム部14を切断しても、階下に和風便器5が落下しないようである。
【0013】
このようにして入れられたケガキ線に従い、和風便器5を切断する。工具はディスクグラインダ18を用いる。まず、ケガキ線15に従い、前立て部16を切断する。次にケガキ線17に従い、リム部14を切断する。ディスクグラインダ18は、ハンド作業であるが、ディスクグラインダ18をアルミ製のフレームなどに固定し、一定の高さで切断出来るようにするとさらに効率が上がる。
【0014】
なお、切断片をを取除きやすくするために、図6のように、ケガキ線19を複数箇所入れ、ケガキ線19に沿って縦にディスクグラインダ18で切り込みを入れると切断片を取除きやすい。
このようにして、図1に示すような、床仕上げ面100より上面が全て切断された和風便器5を得る。
【0015】
次に、接続配管6が埋設されるべき部分を削除し、床下地部3を形成する。
接続配管6を設置すべき部分を取除く場合、床仕上げ面100から接続配管6が突出しないような深さまで床下地部3を形成する。取除く深さは浅いほど施工が楽であるが、フランジ上面から接続配管6の最下部までの寸法と、後で施工するアスファルトシート9の厚みを考慮して、少なくとも100mmは確保する必要がある。
【0016】
次に、接続配管6が通るべき、和風便器5の便鉢側壁を切断する。切断は、前述の前立て部及びリム部14の切断と同様であり、本実施例では、床下地部3と同じ断面になる。切断後を図7に示す。
【0017】
上述の実施例では、先に接続配管6が埋設されるべき床下地部3を除去し、その後和風便器5の便鉢側壁を切断しているが、順序はこの逆であっても構わない。
また、便鉢側壁は本実施例では、切断により床下地部3と同じ断面であるが、接続配管6の貫通する孔を穿つことも可能である。
【0018】
前述の和風便器5の切断を行なった場合、床スラブ23との関係は、図1のAA断面であり、これを図2に示す。ここで、和風便器5の施工方法の相違により、床スラブ23と和風便器5の関係で、隙間7を生じる場合がある。また、床スラブ23が和風便器5の排水口周囲まで回り込んでおり、必ずしも隙間7を生じていない場合であっても、接続配管6を被うために充填材を流し込んだ場合、階下への充填材の流出が懸念される。
【0019】
そこで、和風便器5の側壁除去部と床下地部3とにわたって、アスファルトシート9で覆う。図8は、アスファルトシート9を被せた状態である。アスファルトシート9は、水密性、強度、追従性を同時に兼ね備えたものである。同種の性能を備えたシートとしては、塩ビシートおよびアルミテープなどが上げられる。アスファルトシート9の厚みは0.4mm以下が望ましい。0.4mm以上厚くなると、和風便器5や床8に追従することが出来ない。アスファルトシート9はカッター10などで切れ込みを入れるとより追従させやすい。
【0020】
アスファルトシート9の貼りつけ直前に、予めペースト状のエポキシ樹脂を塗布しておくことも可能である。このようにすると、隙間7をより確実に埋めることが出来る。図9は、アスファルトシート9の貼りつけ直前に、隙間7の周囲にエポキシ樹脂11を塗布した状態である。エポキシ樹脂11は2液性で主剤と硬化剤を混ぜ合わせることにより硬化する。主剤の成分は、エポキシ樹脂である。硬化剤の成分はポリチオールであり、流動性が少なく、速乾性であることが望ましい。
【0021】
本発明では、隙間7を埋めるためにアスファルトシートを用いている。これは、水密性が要求され、床下地部や和風便器除去形状に追従し、更に後述するモルタルの重量を支えるための強度を保持し、モルタルの反応熱に耐え、なおかつ安価であることが全て充足されるからである。アスファルトシートに代わるものとしては、塩ビ製シート又はアルミ製シートが同じ条件での使用に耐える。この場合の厚さは強度確保のため最低1mmは必要である。厚くなると追従性に劣る。また、ガラス繊維シートも使用することができる。この場合、最低300番台の目の粗さのシートを使用し、バックアップ樹脂として不飽和ポリエステルを含浸させればよい。
【0022】
このようにして形成された床下地部3に接続配管6を設置する。図2にその斜視図を示す。接続配管挿入口1に接続配管6を挿入し、その回りに接着剤20を用いて水密性を確保するのが一般的であるが、後で流し込む充填材の流出を防止する構造であれば、この構造は特に特定されない。
【0023】
充填材を和風便器5および床下地部3に流し込むことにより、接続配管6を水密状に固定すると伴に、耐火被覆できる。充填材の種類としては、通常のポルトランドセメントで良いが和風便器5のひび割れが発生するため、硬化の際に膨張、収縮の差が顕著なものは適さない。
【0024】
【発明の効果】
本発明は、新規衛生設備の種類、数や向き等の事情によって、その配管を既存の和風便器外部に設ける必要がある場合であっても、既存の和風便器を全て粉砕して取り除くことなく、設置階からだけの作業で短期に改修施工することが可能になる。
また、和風便器外部に接続配管を埋設し、この除去部と床下地部とに跨るようアスファルトシートを載置するので、モルタルが階下に漏れることなく、一度にモルタルを流すことで、和風便器便鉢内部と外部の接続配管埋設部を同時に水密に施工できる。
【図面の簡単な説明】
【図1】既設の和風便器と新規衛生設備の配管の位置関係を表した平面図である。
【図2】図1における断面図である。
【図3】ケガキ線を入れたときの斜視図である。
【図4】ケガキ線を入れたときの斜視図である。
【図5】和風便器リム部の断面図である。
【図6】和風便器カット時の斜視図である。
【図7】床下地部を形成したときの斜視図である。
【図8】アスファルトシートを被せた場合の斜視図である。
1 … 接続配管挿入口
2 … 新規衛生設備排水口
3 … 床下地部
5 … 既設の和風便器
6 … 接続配管
7 … 隙間
9 … アスファルトシート
23 … 床スラブ
100 … 床仕上げ面
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a construction structure and a construction method of a sanitary facility, and more particularly, to a sanitary facility construction method capable of performing construction from a Japanese-style toilet to another sanitary facility in a short construction period only by work from an installation floor.
[0002]
[Prior art]
In renovation work from Japanese-style toilets to other sanitary facilities in multi-story buildings,
Conventionally, there is one as seen in JP-A-59-224738. This was invented to eliminate work from downstairs when renovating sanitary facilities on the floor, and the existing drainpipe was exposed by removing the toilet bowl of an existing Japanese-style toilet. After the connecting pipe is erected, mortar and the like are backfilled inside the connecting pipe and the toilet bowl.
[0003]
[Problems to be solved by the invention]
By the way, when performing such renovation work, if the drainage pipe of a newly installed sanitary facility is inside an existing Japanese style toilet, it can be constructed with the technology described in Japanese Patent Laid-Open No. 59-224738 as it is. Met. If it is necessary to install drainage pipes for newly installed sanitary facilities outside the existing Japanese-style toilet bowl due to the type, number, orientation, etc. of the new sanitary facilities, the floor under the outside of the Japanese-style toilet bowl will be combined in a short period of time. Construction related to is required.
[0004]
Therefore, according to the present invention, even if it is necessary to install the piping outside the existing Japanese-style toilet bowl due to circumstances such as the type, number and direction of the new sanitary facilities, the work is repaired in a short period of time only from the installation floor. It aims at providing the construction structure which can be done.
[0005]
[Means for Solving the Problems]
In order to achieve the above object, in the present invention, the construction structure is constructed from an existing Japanese-style toilet bowl to another sanitary equipment, and is removed by cutting the upper part of the toilet bowl of the Japanese-style toilet bowl. and water outlet, by removing the connection pipe insertion opening formed so as to expose the drain port of the Japanese-style toilet, a bed specifications upper corresponding to the position where the connection pipe is embedded connecting to said connection pipe does not protrude depth to form a subfloor unit, said for passing the connecting pipes to the toilet bowl side wall of Japanese bowl, the bowl side wall removed portion by removing a portion of the side wall corresponding to the subfloor unit has been formed position forming a, around the side wall removed portion, after placing the asphalt sheet to straddle said side wall removed portion and the underfloor section, is inserted one end of the connecting pipe to the connecting pipe insertion port The other end of the connection pipe By connecting the regulations sanitation water outlet, said to directly connect the new sanitation drainage port and the existing said connecting pipes and Japanese toilet drainage port of the said connecting pipe through the side wall removed portion Provided is a sanitary facility construction structure that is installed in a floor foundation part, and a filler is poured into the floor foundation part and the existing Japanese-style toilet.
[0006]
In this invention, even if it is necessary to provide the piping outside the existing Japanese-style toilet bowl due to the circumstances of the type, number, orientation, etc. of the new sanitary equipment, without pulverizing and removing all the existing Japanese-style toilet bowl, It is possible to perform repair work in a short period of time only from the installation floor.
In addition, since a connecting pipe is buried outside the Japanese-style toilet and an asphalt sheet is placed so as to straddle the removal part and the floor base part, the Japanese-style toilet can be flowed at once without leaking the filler downstairs. The inside of the toilet bowl and the external connection piping buried part can be watertightly constructed at the same time.
Furthermore, when the material for the drainage pipe of a newly installed sanitary facility is PVC, the drainage pipe is covered with a filler, so that a fireproof structure can be obtained.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an embodiment of the present invention will be described in detail with reference to the drawings.
FIG. 1 is a plan view showing the positional relationship between existing Japanese-style toilets and piping of new sanitary equipment. FIG. 2 is a cross-sectional view taken along the line AA in FIG.
[0008]
In the existing Japanese style toilet 5 in FIG. 1, in order to make the installation surface of the new sanitary equipment flush with the conventional floor finish surface, the front rim portion 16 and the outer peripheral rim portion 14 protruding above the floor finish surface 100 are provided. Cutting is in progress. Unless the installation surface of the new sanitary equipment is the same as the conventional floor finish surface 100, the outer peripheral rim portion 14 of the Japanese-style toilet 5 protruding from the floor finish surface 100 does not need to be cut. The cutting method is disclosed below.
[0009]
In FIG. 3, when cutting the placket part 16, a marking line 15 is inserted with a magic 12 about 10 mm above the upper surface of the rim part 14 of the Japanese-style toilet 5. When placing the marking line 15 inside the placket 16, it is easy to work with the marking jig 13. The marking jig 13 is made of a simple material such as paper or a veneer board, but the material is not particularly limited.
[0010]
Next, a marking line 17 for cutting the rim portion 14 is inserted. FIG. 4 is a perspective view when the marking line 17 is inserted. The method of putting the marking line 17 can be performed by a method that is not different from that of the above-described placket 16.
[0011]
Here, the cutting dimension of the rim portion 14 will be described. FIG. 5 is a cross-sectional view of the vicinity of the rim portion 14 of the Japanese-style toilet 5. The existing Japanese style toilet 5 is fixed such that the lower water bag 24 is caught by the slab 23 via the support base 25.
[0012]
D in FIG. 5 represents the range of the rim to be cut. When the rim is cut deeper than the protrusion 24 is caught on the floor slab 23, that is, when the rim portion 14 is cut at a position deeper than the depth d, the Japanese-style toilet 5 loses the fixing means to the floor slab 23 and goes downstairs. There is a possibility of falling.
Although there is no clear standard for the rim depth dimension of the Japanese-style toilet bowl 5, according to the test by the sample conducted by the present applicant, if the depth d from the upper surface of the rim is set to a dimension of 70 mm or less, it protrudes from the floor. Even if the rim portion 14 of the Japanese-style toilet 5 is cut, the Japanese-style toilet 5 does not seem to fall downstairs.
[0013]
The Japanese-style toilet 5 is cut in accordance with the marking line thus inserted. The tool uses a disc grinder 18. First, the placket 16 is cut according to the marking line 15. Next, the rim portion 14 is cut according to the marking line 17. The disc grinder 18 is a hand work, but if the disc grinder 18 is fixed to an aluminum frame or the like so that it can be cut at a certain height, the efficiency is further improved.
[0014]
In order to make it easy to remove the cut pieces, it is easy to remove the cut pieces by inserting a plurality of marking lines 19 as shown in FIG. 6 and making a cut vertically with the disc grinder 18 along the marking lines 19.
In this way, the Japanese-style toilet 5 having the entire upper surface cut from the floor finish surface 100 as shown in FIG. 1 is obtained.
[0015]
Next, the portion where the connection pipe 6 is to be buried is deleted, and the floor foundation 3 is formed.
When removing the portion where the connection pipe 6 is to be installed, the floor foundation 3 is formed to a depth such that the connection pipe 6 does not protrude from the floor finish surface 100. The shallower the depth to be removed, the easier the construction, but it is necessary to secure at least 100 mm in consideration of the dimensions from the upper surface of the flange to the lowest part of the connection pipe 6 and the thickness of the asphalt sheet 9 to be constructed later. .
[0016]
Next, the toilet bowl side wall of the Japanese style toilet bowl 5 through which the connection pipe 6 should pass is cut. The cutting is similar to the cutting of the placket and rim 14 described above, and has the same cross section as the floor base 3 in this embodiment. FIG. 7 shows the state after cutting.
[0017]
In the above-described embodiment, the floor base portion 3 where the connection pipe 6 is to be buried first is removed, and then the toilet bowl side wall of the Japanese-style toilet 5 is cut, but the order may be reversed.
Further, in the present embodiment, the toilet bowl side wall has the same cross section as the floor base 3 by cutting, but it is also possible to make a hole through which the connection pipe 6 passes.
[0018]
When the above-described Japanese style toilet 5 is cut, the relationship with the floor slab 23 is the AA cross section of FIG. 1, which is shown in FIG. Here, due to the difference in the construction method of the Japanese-style toilet 5, the gap 7 may be generated due to the relationship between the floor slab 23 and the Japanese-style toilet 5. In addition, even when the floor slab 23 wraps around the drainage outlet of the Japanese-style toilet 5 and the gap 7 is not necessarily generated, when the filler is poured to cover the connecting pipe 6, There is concern about the outflow of filler.
[0019]
Therefore, the asphalt sheet 9 covers the side wall removing portion and the floor foundation portion 3 of the Japanese-style toilet 5. FIG. 8 shows a state where the asphalt sheet 9 is covered. The asphalt sheet 9 has water tightness, strength and followability at the same time. Examples of the sheet having the same kind of performance include a vinyl chloride sheet and an aluminum tape. The thickness of the asphalt sheet 9 is desirably 0.4 mm or less. If the thickness is 0.4 mm or more, the Japanese style toilet 5 and the floor 8 cannot be followed. The asphalt sheet 9 can be made to follow more easily by cutting with a cutter 10 or the like.
[0020]
It is also possible to apply a pasty epoxy resin in advance just before the asphalt sheet 9 is attached. In this way, the gap 7 can be filled more reliably. FIG. 9 shows a state in which an epoxy resin 11 is applied around the gap 7 immediately before the asphalt sheet 9 is attached. The epoxy resin 11 is two-component and is cured by mixing the main agent and the curing agent. The main component is an epoxy resin. The component of the curing agent is polythiol, and it is desirable that it has low fluidity and is quick-drying.
[0021]
In the present invention, an asphalt sheet is used to fill the gap 7. This requires watertightness, follows the floor foundation and Japanese toilet bowl removal shape, further maintains the strength to support the weight of the mortar described later, withstands the reaction heat of the mortar, and is inexpensive. It is because it is satisfied. As an alternative to asphalt sheets, PVC sheets or aluminum sheets can withstand use under the same conditions. The thickness in this case must be at least 1 mm to ensure strength. When it is thicker, the followability is poor. A glass fiber sheet can also be used. In this case, it is only necessary to use a sheet having a minimum roughness of 300 series and impregnated with unsaturated polyester as a backup resin.
[0022]
A connecting pipe 6 is installed on the floor base 3 formed in this way. FIG. 2 shows a perspective view thereof. It is common to insert the connection pipe 6 into the connection pipe insertion port 1 and secure the water tightness using the adhesive 20 around it, but if it is a structure that prevents the outflow of the filler to be poured later, This structure is not particularly specified.
[0023]
By pouring the filler into the Japanese-style toilet 5 and the floor foundation 3, the connection pipe 6 is fixed in a watertight manner, and at the same time, fireproof coating can be achieved. As the type of filler, normal Portland cement may be used, but cracks of the Japanese-style toilet 5 are generated, so that a material having a significant difference in expansion and contraction upon curing is not suitable.
[0024]
【The invention's effect】
The present invention, even if it is necessary to provide the piping outside the existing Japanese-style toilet bowl due to circumstances such as the type, number and orientation of the new sanitary equipment, without pulverizing and removing all the existing Japanese-style toilet bowl, It is possible to perform repair work in a short period of time only from the installation floor.
In addition, a connecting pipe is embedded outside the Japanese-style toilet, and an asphalt sheet is placed so as to straddle the removal part and the floor base part, so that the mortar flows through the mortar all at once without leaking downstairs. The inside of the pot and the external connection piping buried part can be constructed watertight at the same time.
[Brief description of the drawings]
FIG. 1 is a plan view showing the positional relationship between existing Japanese-style toilets and piping of a new sanitary facility.
FIG. 2 is a cross-sectional view in FIG.
FIG. 3 is a perspective view when a marking line is inserted.
FIG. 4 is a perspective view when a marking line is inserted.
FIG. 5 is a cross-sectional view of a Japanese-style toilet rim portion.
FIG. 6 is a perspective view when a Japanese style toilet is cut.
FIG. 7 is a perspective view when a floor base portion is formed.
FIG. 8 is a perspective view when an asphalt sheet is covered.
DESCRIPTION OF SYMBOLS 1 ... Connection piping insertion port 2 ... New sanitary equipment drainage port 3 ... Floor foundation part 5 ... Existing Japanese style toilet 6 ... Connection piping 7 ... Crevice 9 ... Asphalt sheet 23 ... Floor slab 100 ... Floor finish surface

Claims (2)

既設の和風便器から他の衛生設備に施工する施工構造であって、
該和風便器の便鉢部上方を切断することによって除去し、
新規衛生設備の排水口と和風便器の排水口を露呈させるように設けた接続配管挿入口とを結ぶ接続配管が埋設される位置に対応する床仕上部を前記接続配管が突出しない深さまで除去して床下地部を形成し、
前記和風便器の便鉢側壁に前記接続配管を通すために、前記床下地部が形成された位置に対応する前記便鉢側壁の一部を除去することで側壁除去部を形成し、
前記側壁除去部の周囲に、前記側壁除去部と前記床下地部とに跨るようアスファルトシートを載置した後で
前記接続配管の一端を前記接続配管挿入口に挿入するとともに、前記接続配管の他端を前記新規衛生設備の排水口と接続することで、前記新規衛生設備の排水口と前記既設の和風便器の排水口とを前記接続配管により直接接続するように前記接続配管を前記側壁除去部を通じて前記床下地部に設置し、
前記床下地部と既設和風便器内部に充填材を流し込むことを特徴とする衛生設備の施工構造。
It is a construction structure that is constructed from existing Japanese-style toilets to other sanitary facilities,
By removing the upper part of the toilet bowl of the Japanese style toilet,
And water outlet of the new sanitation, to a depth wherein the connecting pipe floor Specification upper corresponding to the position where the connection pipe insertion opening formed in, the connecting pipe connecting is embedded so as to expose the drain port of the Japanese-style toilet does not project of removal to form a subfloor part,
Wherein in order to pass the connecting pipe to the toilet bowl side wall of Japanese bowl to form a side wall removed portion by removing a portion of the toilet bowl side wall corresponding to the subfloor unit has been formed position,
Around the side wall removed portion, after placing the asphalt sheet to straddle said side wall removed portion and the underfloor section,
One end of the connection pipe is inserted into the connection pipe insertion port, and the other end of the connection pipe is connected to the drain port of the new sanitary facility, so that the drain port of the new sanitary facility and the existing Japanese style toilet In order to directly connect the drainage port with the connection pipe , the connection pipe is installed on the floor base part through the side wall removing part ,
A construction structure of a sanitary facility, wherein a filler is poured into the floor base and the existing Japanese-style toilet.
請求項1に記載のアスファルトシートの代わりに塩ビシート、アルミニウム製シート又は不飽和ポリエステル樹脂含浸ガラス繊維シートを載置することを特徴とする請求項1に記載の衛生設備の施工構造。The construction structure of a sanitary facility according to claim 1, wherein a vinyl chloride sheet, an aluminum sheet or an unsaturated polyester resin-impregnated glass fiber sheet is placed instead of the asphalt sheet according to claim 1.
JP2001186843A 2001-06-20 2001-06-20 Construction structure of sanitary equipment Expired - Lifetime JP4655299B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001186843A JP4655299B2 (en) 2001-06-20 2001-06-20 Construction structure of sanitary equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001186843A JP4655299B2 (en) 2001-06-20 2001-06-20 Construction structure of sanitary equipment

Publications (2)

Publication Number Publication Date
JP2003003553A JP2003003553A (en) 2003-01-08
JP4655299B2 true JP4655299B2 (en) 2011-03-23

Family

ID=19026228

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001186843A Expired - Lifetime JP4655299B2 (en) 2001-06-20 2001-06-20 Construction structure of sanitary equipment

Country Status (1)

Country Link
JP (1) JP4655299B2 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01127738A (en) * 1987-11-13 1989-05-19 Kimura Giken Kk Refractory closet fixture
JPH01290860A (en) * 1988-05-16 1989-11-22 Lonseal Corp Construction method using water-proof sheet
JP2001059256A (en) * 1999-08-23 2001-03-06 Toto Ltd Drainage structure for sanitary equipment

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01127738A (en) * 1987-11-13 1989-05-19 Kimura Giken Kk Refractory closet fixture
JPH01290860A (en) * 1988-05-16 1989-11-22 Lonseal Corp Construction method using water-proof sheet
JP2001059256A (en) * 1999-08-23 2001-03-06 Toto Ltd Drainage structure for sanitary equipment

Also Published As

Publication number Publication date
JP2003003553A (en) 2003-01-08

Similar Documents

Publication Publication Date Title
CA2643000C (en) Mock shower drain and associated methods
CN108301466B (en) Integral prefabricated bathroom caisson, bathroom caisson structure and construction method thereof
CN115126239A (en) Construction method and structure assembly of pre-buried sleeve of drain pipe
KR100967788B1 (en) Bathroom constructing method capable of floor level up and pipe on slab
JP4655299B2 (en) Construction structure of sanitary equipment
KR20080017112A (en) Korea ko total toilet sleeve system (kkttss)
GB2437370A (en) Floor for wet area
CN109518769A (en) A kind of method and structure using PVC waterstop joint installation sewer pipe
JP5315208B2 (en) Drainage container
JP2001059256A (en) Drainage structure for sanitary equipment
JP3885422B2 (en) Buried structure and construction method in Japanese-style toilet repair
EP3519638B1 (en) Method for installing a drain and a kit of parts for installing a drain
CN105971155A (en) Installation joint for outer wallboards
KR20080076279A (en) Box buried in wall having temporary fix member and pipe jointing method using the same
JP2006342667A (en) Construction structure and construction method of sanitary earthenware facility
JP2008274620A (en) Sleeve pipe
AU2018241063B2 (en) Shower base
WO2018067015A1 (en) Drain, method for installing a drain, and a kit of parts for installing a drain
KR100642983B1 (en) Reclamation Type Trench and Execution Method for Under Ground Structure Using The Same
SITE occupation.
JP3808274B2 (en) Renovation method for flush toilet room
CN219569569U (en) Quick mounting structure of rigidity waterproof sleeve pipe and drain pipe interface integration
CN209397671U (en) A kind of structure using PVC waterstop joint installation sewer pipe
CN214146797U (en) Water pipe seepage-proofing laying system based on direct pre-embedding method
JP3671979B2 (en) Sanitary equipment construction structure and construction method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20080521

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100913

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20101105

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: 20101129

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20101212

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140107

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4655299

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

EXPY Cancellation because of completion of term