TW201013028A - Construction method of water-blocking and leakage-proof for roof of existing building - Google Patents

Construction method of water-blocking and leakage-proof for roof of existing building Download PDF

Info

Publication number
TW201013028A
TW201013028A TW97135562A TW97135562A TW201013028A TW 201013028 A TW201013028 A TW 201013028A TW 97135562 A TW97135562 A TW 97135562A TW 97135562 A TW97135562 A TW 97135562A TW 201013028 A TW201013028 A TW 201013028A
Authority
TW
Taiwan
Prior art keywords
water
roof
groove
layer
waterproof layer
Prior art date
Application number
TW97135562A
Other languages
Chinese (zh)
Other versions
TWI359893B (en
Inventor
zong-yi Xie
Original Assignee
zong-yi Xie
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 zong-yi Xie filed Critical zong-yi Xie
Priority to TW97135562A priority Critical patent/TW201013028A/en
Publication of TW201013028A publication Critical patent/TW201013028A/en
Application granted granted Critical
Publication of TWI359893B publication Critical patent/TWI359893B/zh

Links

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Building Environments (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

A construction method of water-blocking and leakage-proof for a roof of an existing building is provided; firstly, a slit is cut at the boundary of the existing building and its neighboring building, wherein the depth of the slit has to be deep enough to enter a roof floor plate of the building such that the depth of the slit is deeper than its original waterproof layer, and a plurality of sealing strips are installed at the opening of the slit so that the slit is formed as a sealed space; an interval is defined between each two sealing strips, so several filling inlets are formed on the slit, and a waterproof agent is filled into the sealed space of the slit through the filling inlets until the waterproof agent is spilled out from other filling inlets; then the reserved filling inlets are all sealed through a pressure control valve so as to form a perfect water blocking layer; then a plurality of heat insulation plates are laminated over a protection layer of the existing waterproof layer, such that a channel is formed between the heat insulation plates and the waterproof layer of the existing building for allowing water steam to pass through the same; then a waterproof layer is coated or covered on top of the heat insulation layers, so that a new sealed waterproof layer is obtained.

Description

201013028 ^ 九、發明說明: - 【發明所屬之技術領域】 本發明係關於—種既有建築物屋頂斷水及防漏水工法, 特別是指-種可有效杜絕鄰宅屋頂的水(或女兒牆及屋突等 的漏水)流入自宅屋頂’使屋頂上的防水保護層可達到防漏 水目的之既有建築物屋頂斷水及防漏水工法。 【先前技術】 當既有屋頂發生漏水現象時’以目前之修缮工法有: (一)將舊有防水層打除,再重新施作防水層後,再作 罾保護層覆蓋之。然而,此祕工法較費時費工,實不符合經 濟效益。 • (二)如圖一所示,係在既有屋頂樓板11上,不將舊有 .防水層12及其覆蓋保護層13 (如泡床水泥等)打除,即予 以直接覆蓋之作法。然、而’此修繕法難以將舊有覆蓋保護層 13内的含水排除,造成防漏效果不彰。 另外,上述兩種修繕法皆僅對自家住宅的屋頂樓板u進 行修繕,在鄰房屋頂樓板14無一起修復之情況下,導致水 鲁份15會從鄰房屋頂樓板14之覆蓋保護層13滲入自宅屋頂 後,再流,入自宅新施作之防水層16下方,致使新作防水工 程失敗,防水效果喪失。 另外,屋頂樓板11上之女兒牆或屋突本身之水密性若不 足時,亦可能因其滲水,造成水流入自宅新施作防水層Μ 下方’導致防水效果喪失。 因此,目前最有效之處理模式,還是選擇全部鏟除,或 局部鏟除並施作斷水區段之方式處理,傳統斷水區域工法係 在靠近周沿之部位,將原有覆蓋保護層13局部鏟除至原有 樓板後,再於其上施作防水層,才能達到斷水功效,但如此 5 201013028 -工法,因須打除原有防水層12及其覆蓋保護層i3,故仍會 ,造成自宅Μ音及施作時間的拉長,躲後若未及時修復, 下雨所造成的漏水現象將加遽。 由此可見,上述習用工法仍有諸多缺失,實非一良善之 設計者,而亟待加以改良。 本案發明人鑑於上述習用修繕工法所衍生的各項缺點, 乃亟思加以改良創新,並經多年苦心孤詣潛心研究後,終於 成功研發完成本件既有建築物屋頂斷水及防漏水工法。 【發明内容】 ❹ 本發明之目的係在於提供-種既有建築物屋頂斷水及防 漏水工法,係在原有覆蓋保護層上切割出依適當寬度,深度 •必需穿過㈣水層之溝縫,再灌注可與水反應並膨脹(或不 .收縮),且可在濕潤狀態下與混凝土密著之防水劑,即可完 .全避免鄰房屋頂上的水流人自宅屋頂,以達到斷水之目的。 本發明之次一目的即在於提供一種對於屋頂漏水之既有 房屋,不須將原有防水及覆蓋保護層㈣,即可達到防漏水 之目的,以達到節省金錢、時間及減少營建廢棄物產生之目 的’並可減少噪音、灰塵等對環境的污染之既有建築物屋頂 w 斷水及防漏水工法。 本發明之又一目的係在於提供一種既有建築物屋頂斷水 及防漏水工法,係採用不透水、不吸水之隔熱板作為防水層 之底層’不但可降低原有覆蓋保護層内之含水,因受熱而產 生之水蒸氣的汽化量,亦使其不會對新防水層造成不利影 響’同時可達到隔熱及節能減碳之目的。 本發明之再一目的係在於提供一種既有建築物屋頂斷水 及防漏水工法,係使用具防水、耐候、耐磨、及美觀,且不 增加屋頂太大荷重之外露式防水材料,並使其與隔熱板密著 201013028 成-體’可-舉改善屋頂之防水及使用上之問題。 水工 可達成上述發明目的之既有建築物屋頂斷水及防漏 法,其施工步驟為: 步驟1:係先於自宅與鄰宅的交界處切割出-道溝縫, 該溝縫深度必須深人屋頂樓板,使溝縫深度超過原防水層; 步驟2然後’在溝縫開口處並間隔適當距離填塞數個 塞缝條,使兩塞縫條間保持―間隔,使溝縫上形成灌注口, 並透過塞縫條將溝縫開Π封閉,使溝縫内部形成—個密閉空 步驟3 .再藉由灌注口將防水劑灌入溝縫之密閉空間中, 直至防水義由其他灌注口溢㈣,即可停止灌注,再藉由 控壓闕將預留之灌注口全部密封,即形成一道完美之斷水 層; 步驟4 ·斷水層完工後,再將複數片隔熱板以浮貼方式 鋪設於於既有防水層之覆蓋保護層上方,使隔熱板與舊有屋 頂之防水保護層間形成一供水蒸氣通過之通道;201013028 ^ IX. Description of the invention: - [Technical field to which the invention pertains] The present invention relates to a method for water cut-off and water leakage prevention of an existing building roof, in particular, a water (or a parapet wall) that can effectively eliminate the roof of an adjacent house. Water leakage from the roof of the house, etc., flows into the roof of the house, so that the waterproof protective layer on the roof can achieve the water leakage prevention and leakage prevention method of the existing building. [Prior Art] When there is water leakage on the roof, the current repair method has: (1) After the old waterproof layer is removed and reapplied as a waterproof layer, it is covered with a protective layer. However, this secret method is more time-consuming and labor-intensive and does not meet economic benefits. • (b) As shown in Figure 1, it is attached to the existing roof slab 11 and the old waterproof layer 12 and its protective layer 13 (such as blister cement) are removed. However, it is difficult to remove the water contained in the old protective layer 13 by the repairing method, resulting in a leak-proof effect. In addition, the above two repair methods only repair the roof slab u of the home, and in the case that the adjacent roof slab 14 is not repaired together, the water sluice 15 will infiltrate from the cover protective layer 13 of the adjacent roof slab 14 After the roof of the house, it flows again and falls under the waterproof layer 16 of the new work of the house, causing the new waterproofing project to fail and the waterproof effect to be lost. In addition, if the watertightness of the parapet wall or the eaves itself on the roof slab 11 is insufficient, it may also cause water to flow into the new waterproof layer below the house due to water seepage, resulting in loss of waterproofing effect. Therefore, at present, the most effective treatment mode is to select all the eradication, or to partially remove and apply the water cut section. The traditional water cut area method partially removes the original cover protective layer 13 near the periphery. After the original floor slab, and then applied as a waterproof layer, in order to achieve the function of water cut, but this 5 201013028 - construction method, because the original waterproof layer 12 and its protective layer i3 must be removed, it will still cause the house The length of the voice and the application time will be lengthened. If it is not repaired in time, the water leakage caused by the rain will increase. It can be seen that there are still many shortcomings in the above-mentioned conventional methods, which is not a good designer, but needs to be improved. In view of the shortcomings derived from the above-mentioned conventional repairing methods, the inventor of the present invention has improved and innovated, and after years of painstaking research, he finally succeeded in researching and developing the roof water cut-off and leakage prevention methods of the existing buildings. SUMMARY OF THE INVENTION The object of the present invention is to provide a method for roof water cut-off and water leakage prevention of an existing building, which is cut according to an appropriate width on the original cover protective layer, and the depth must pass through the gap of the (four) water layer. Refilling can react with water and expand (or not shrink), and it can be used in the wet state with the concrete to prevent the water-repellent agent. It can completely avoid the water on the roof of the neighboring house from the roof of the house to achieve the water cut. purpose. The second object of the present invention is to provide an existing house that leaks from the roof, and the original waterproof and cover protective layer (4) can be used to achieve water leakage prevention, thereby saving money, time and reducing construction waste. The purpose of 'can reduce the noise, dust and other environmental pollution of the existing building roof w water and leakage prevention method. Another object of the present invention is to provide a method for water cut-off and leakage prevention of a roof of an existing building, which is to use a water-tight and non-absorbent heat-insulating board as a bottom layer of the waterproof layer, which not only reduces the water content in the original cover protective layer. The vaporization of water vapor generated by heat does not cause adverse effects on the new waterproof layer. At the same time, it can achieve the purpose of heat insulation, energy saving and carbon reduction. A further object of the present invention is to provide a method for water cut-off and water leakage prevention of a building roof, which is waterproof, weather-resistant, wear-resistant, and aesthetically pleasing, and which does not increase the excessive load on the roof and exposes the waterproof material. It is intimate with the heat insulation board 201013028 to improve the waterproofing and use of the roof. The hydraulic construction can achieve the above-mentioned inventions for the roof water cut-off and leakage prevention methods of the above-mentioned inventions. The construction steps are as follows: Step 1: Before the junction between the home and the neighboring house, the trench is cut, and the depth of the trench must be Deep-skin roof slabs, so that the depth of the trenches exceeds the original waterproof layer; Step 2 then 'fill the gaps at the gaps and fill the gaps with a suitable distance to maintain a gap between the two seams to form a perfusion The mouth is opened and closed by the seaming strip, so that the inside of the groove is formed into a closed air step 3. Then the water repellent is poured into the sealed space of the groove by the filling port until the water is sealed by other filling ports. Overflow (4), the perfusion can be stopped, and then the reserved infusion port is completely sealed by pressure control, that is, a perfect water cut layer is formed; Step 4 · After the water cut layer is completed, a plurality of heat insulation plates are floated The sticking method is laid on the cover layer of the existing waterproof layer to form a passage for the water vapor to pass through between the heat shield and the waterproof protective layer of the old roof;

步驟5:再於隔熱板的上方處,塗佈或覆蓋一層以聚尿 樹脂或其他能與隔熱板接合成一體(如接着強度在5kg/cm2 以上之防水材料)之新施作具有防水、耐候及耐磨之防水層, 形成一個新的封閉防水層; 步驟6 :再於新完成之封閉防水層之某處,預留若干個 隱藏式脫氣孔,以有效並緩慢地讓原有覆蓋保護層内之水份 排出。 【實施方式】 請參閱圖二〜圖七所示,係本發明所提供之既有建築物屋 頂斷水及防漏水工法’主要施工步驟為: 步驟1 .如圖二所示,係先於自宅與鄰宅的交界處切割 201013028 出一道寬度為2〜5mm之溝縫2,而深度必須深入屋頂樓板 '31,使溝縫2深度超過原防水層32 ;當溝縫2切割完成後, 再以高壓水柱清洗溝縫2内部,以將溝縫2中之粉屑清洗 淨; 步驟2 :然後,如圖二所示,在溝縫2上填塞數個聚尿 樹月a製作成型塞縫條4 ’該塞縫條4之高度小於溝縫2深度, 以透過塞縫條4將溝縫2封閉,使溝縫2内部形成一個密閉 空間,請同時參閱圖三所示,係將兩塞縫條4間保持一間隔, 使溝縫2在每一特定之距離處(如2M長),可預留防水劑之 灌注口 21 ;另外,該塞縫條4可為T型或倒L型或其他 狀皆可; ' 、 步驟3 :由於屋頂必須有排水功能,所以一般屋頂皆會 . 設計成傾斜狀,以利排水;請參閱圖四所示,當灌注口 2 j 預留後4再選擇由屋頂樓板31較低部位之灌注口 21,開始 灌注遇水發泡之聚胺酯防水劑5,由於防水劑5之比重高於 水,故當其灌注後,會將溝縫2内之積水大部分趕出,當防 水劑5經由屋頂樓板3 1高處預留之灌注口 2丨溢出時,即可 ^ 停止灌注; 步驟4:如圖五所示,當防水劑5由屋頂樓板η高處之 灌注口 21溢出後,再藉由控壓閥6將預留之灌注口 21全部 密封;另外’由於該發泡聚胺酯防水劑5係能與水反應發泡, 且能形成獨立氣泡’使發泡聚胺酯防水劑5可在密閉溝縫2 中與水反應,反應時間約在1 -8小時,而膨脹壓力約在5kgs/ cm 2 ’會將防水劑5本身擠入溝縫2内之任何細微縫隙,以 將密閉溝縫2完全填充,且因其具有在濕潤狀態下,能與混 凝土接著良好之特性’故能形成一道完美之斷水層;且為避 免防水劑5灌注於溝縫2内時,會因屋頂樓板31之洩水坡Step 5: Apply a layer of polyurethane or other new material that can be integrated with the heat shield (such as a waterproof material with a strength of 5kg/cm2 or more) at the top of the heat shield. , weather-resistant and wear-resistant waterproof layer, forming a new closed waterproof layer; Step 6: Retain some hidden venting holes somewhere in the newly completed closed waterproof layer to effectively and slowly let the original cover The water in the protective layer is discharged. [Embodiment] Please refer to Figure 2 to Figure 7. The main construction steps of the roof water cut-off and water leakage prevention method provided by the present invention are as follows: Step 1. As shown in Figure 2, it is prior to the house. At the junction with the neighboring house, cut 201013028 to produce a groove 2 with a width of 2~5mm, and the depth must be deep into the roof slab '31, so that the depth of the groove 2 exceeds the original waterproof layer 32; when the groove 2 is cut, The high pressure water column cleans the inside of the groove 2 to clean the dust in the groove 2; Step 2: Then, as shown in Fig. 2, fill the gap 2 with several polyurethane trees to make a molded strip 4 'The height of the slat 4 is less than the depth of the sipe 2, so that the slat 2 is closed by the slat 4, so that a closed space is formed inside the sipe 2, please also refer to FIG. The strips 4 are kept at an interval, so that the groove 2 can be reserved at each specific distance (for example, 2 M long), and the water-filling port 21 can be reserved; in addition, the strip 4 can be T-shaped or inverted-L or Others can be; ', Step 3: Since the roof must have a drainage function, the roof will generally be. Designed to tilt , to facilitate drainage; please refer to Figure 4, when the filling port 2 j is reserved 4 and then select the filling port 21 from the lower part of the roof slab 31, start to infuse the water-foaming polyurethane waterproofing agent 5, due to the waterproofing agent The proportion of 5 is higher than that of water, so when it is poured, most of the water in the groove 2 will be driven out. When the waterproofing agent 5 overflows through the filling port 2 reserved at the height of the roof of the roof, it can be ^ Stopping the perfusion; Step 4: As shown in FIG. 5, when the waterproofing agent 5 overflows from the filling port 21 at the height of the roof slab η, the reserved filling port 21 is completely sealed by the pressure control valve 6; Foamed polyurethane waterproofing agent 5 can react with water to foam and form independent bubbles. 'The foamed polyurethane waterproofing agent 5 can react with water in the closed gap 2, and the reaction time is about 1-8 hours, and the expansion pressure At about 5kgs/cm 2 ', the water repellent 5 itself will be squeezed into any fine gaps in the groove 2 to completely fill the closed groove 2, and because of its wet state, it can be followed by good properties of concrete' Therefore, a perfect water cut layer can be formed; and in order to avoid the waterproofing agent 5 perfusion When it is inside the groove 2, it will be due to the drainage slope of the roof slab 31.

201013028 度或高低差影響,導致溝縫2内的空氣無法排出,造成將來 之斷水層出現缺口,故須以控壓冑6來作將内部之空氣排 出’以確保斷水層之完整; —步驟5.研參閱圖六所示,當斷水層完工後,再將複數 片隔熱板7以浮貼方式鋪設於於既有覆蓋保護層33上方, 使隔熱板7與保護層33間形成一供水蒸氣通過之通道η ; 乂驟6·再於隔熱板7的上方處,塗佈或覆蓋一層以聚 尿樹脂新施作之具有防水、耐候及耐磨之防水層8,該新防 水層8厚度約在2匪以上,並使之與隔熱板7及溝縫2上之 塞縫條4搭接成一體,形成一個新的封閉防水層丨 步+驟7:如圖七所示,係於新完成之封閉防水層之某處, =右干個隱藏式脫氣孔91,以有效並緩慢地讓原有覆蓋保 内之水份排出,該脫氣孔91可設置在女兒踏9上或 屋頂樓板3 1任一處。 一另外,上述與水反應之發泡聚胺酯防水劑5,亦可採用 ,反應5L取代’唯須具有於濕潤狀態下,可與混凝土接着 义子之特性’而其灌注方法,也可以高壓灌注方法取代。 人另外’該塞縫條4之材質必須與新施作防水層8密切接 =材料為較佳’如新施作防水層8欲使用聚㈣材料時, 縫條4之材質亦應以使用聚胺酯之材質為最佳。 另外,新施作防水|8可以其他防水材料取代,唯須考 ^防水層8是否可與隔熱層7密切接著及其耐候、耐磨等物 另外’隔熱層7亦可能因新施作之防水層8採用具有溶 =材質時’則須改變採用其他耐溶劑之隔熱層,如新施作 層8欲使用聚胺酯材料時,則此時之隔熱層7之材質, μ以使用發泡碳酸鈣類之隔熱材為宜。 201013028 請參閱圖八所示’係本發明之應用示意圖,當斷水層及 防水層施工完成後’鄰宅屋頂或女兒牆及其外侧的流過來的 水1 5會經由自宅屋頂3 1上的斷水層阻絕,使鄰宅屋頂上的 水無法流到自宅内;而由於新鋪設的隔熱板7具有隔熱效 果,使原保護層33内含的水分不會快速蒸發,以降低水蒸 氣10上衝之壓力,且水蒸氣丨〇會於隔熱板7與保護層33 間的通道71飄移,並經由脫氣孔9丨排出,以避免水蒸氣i 〇 對新施作的防水層8造成傷害,並可達到完全防水、防漏之 目的。 本發明所提供之既有建築物屋頂斷水及防漏水工法,與 其他習用技術相互比較時,更具有下列之優點: ' 1.本發明係在原有覆蓋保護層上切割出依適當寬度,深 度必需穿過原防水層之溝縫,再灌注可與水反應並膨ς 不收縮),且可在濕潤狀態下與混凝土密著之防水劑,即 完全避免鄰房屋頂上的水流入自宅屋頂,以達到斷水之目 ζ·+赞明係對於屋頂漏水之既有房屋,不須將原 _及覆蓋保護層打除,且在不增加太大荷重下,即可達到防 水之目的,以達到節省金錢、時間及減少營建廢 目的,並可減少噪音、灰塵等對環境的污染。 玍The impact of 201013028 degrees or height difference will cause the air in the trench 2 to be discharged, which will cause a gap in the future water fault layer. Therefore, it is necessary to use the pressure control 胄6 to discharge the internal air to ensure the integrity of the water cut layer; Step 5. Referring to FIG. 6 , after the water cut layer is completed, a plurality of heat insulation boards 7 are laid on the existing cover protection layer 33 in a floating manner, so that the heat insulation board 7 and the protection layer 33 are arranged. Forming a passage η through which the water supply vapor passes; Step 6) Further coating or covering a layer of waterproofing, weathering and wear-resistant waterproofing layer 8 newly applied by the polyurethane resin, above the heat insulating panel 7, the new The waterproof layer 8 has a thickness of about 2 匪 or more, and is integrated with the heat insulating plate 7 and the seam strip 4 on the groove 2 to form a new closed waterproof layer. Step 7: Figure 7 Shown, somewhere in the newly completed closed waterproof layer, = right concealed degassing hole 91 to effectively and slowly let the original cover water out, the degassing hole 91 can be set on the daughter step 9 Or anywhere on the roof slab 3 1 . In addition, the above-mentioned foaming polyurethane waterproofing agent 5 which reacts with water can also be used, and the reaction 5L is substituted for 'only having the characteristics of being in a wet state, and can be followed by concrete, and its perfusion method can also be a high pressure perfusion method. Replace. In addition, the material of the slat strip 4 must be closely connected with the newly applied waterproof layer 8 = the material is preferred. If the new layer is used as the waterproof layer 8 , the material of the slat 4 should also be urethane. The material is the best. In addition, the new application waterproof | 8 can be replaced by other waterproof materials, only need to test whether the waterproof layer 8 can be closely followed by the thermal insulation layer 7 and its weathering, wear resistance and other materials, 'insulation layer 7 may also be new When the waterproof layer 8 is made of a solvent=material, it is necessary to change the heat-insulating layer with other solvent resistance. For example, when the new layer 8 is used to use a polyurethane material, the material of the heat-insulating layer 7 at this time is used. Insulating materials such as calcium carbonate are preferred. 201013028 Please refer to Figure 8 for a schematic diagram of the application of the present invention. When the water-breaking layer and the waterproof layer are completed, the water flowing from the roof of the neighboring house or the parapet and its outer side will pass through the roof of the house. The water-breaking layer is blocked, so that the water on the roof of the neighboring house cannot flow into the house; and because the newly-insulated heat-insulating board 7 has an insulating effect, the moisture contained in the original protective layer 33 does not evaporate rapidly, thereby reducing the water vapor. 10 The pressure of the upper punching, and the water vapor enthalpy will float on the passage 71 between the heat insulating plate 7 and the protective layer 33, and is discharged through the degassing hole 9丨 to prevent the water vapor i 〇 from being caused by the newly applied waterproof layer 8 Damage, and can achieve full waterproof, leak-proof purposes. The invention provides the roof water cut-off and water leakage prevention method of the existing building, and has the following advantages when compared with other conventional technologies: 1. The invention is cut on the original cover protective layer according to the appropriate width and depth. It is necessary to pass through the groove of the original waterproof layer, refill can react with water and expand without shrinking, and the waterproofing agent can be adhered to the concrete in a wet state, that is, the water on the roof of the adjacent house can be completely prevented from flowing into the roof of the house. To achieve the goal of water cuts · + praise the existing housing for the roof leaking, do not need to remove the original _ and cover protective layer, and without increasing the load, you can achieve the purpose of waterproofing, to save Money, time and reduction of construction waste, and can reduce noise, dust and other environmental pollution.玍

3.本發明係採用不透水、不吸水之隔熱板作為防 二不但可降低原有覆蓋保護層内之含水 J 響,可達到隔熱及節能減碳之目的。 成不利: 4·本發明係使用具防水、耐候、耐磨、及 防水材料,並使其與隔熱板密著成一體,可一舉 卜露5 防水及使用上之問題。 屋頂4 201013028 上列詳細說明係斜 明,惟該實施例並非用丄發明之一可行實施例之具體說 本發明技藝精神所=限制本發明之專利範圍’凡未脫離 專利範圍中等效實施或變更,均應包含於本案之 综上所述,本案 用物品增進上述多項 法定發明專利要件, 發明專利申請案,以 【圖式簡單說明】 不但在空間型態上確屬創新,並能較習 功效’應已充分符合新穎性及進步性之 麦依法提出申請,懇請貴局核准本件 勵發明,至感德便。3. The invention adopts a water-proof and non-absorbent heat-insulating board as the anti-two. It can not only reduce the water-containing sound in the original covering protective layer, but also achieve the purpose of heat insulation, energy saving and carbon reduction. Disadvantages: 4. The invention uses waterproof, weather-resistant, wear-resistant, and waterproof materials, and makes it integrated with the heat-insulating board, which can solve the problem of waterproofing and use. The present invention is not limited to the specific embodiments of the invention, and is not intended to limit the scope of the invention. It should be included in the summary of the case. The articles used in this case enhance the above-mentioned plurality of statutory invention patents and invention patent applications, and the [simplified description of the drawings] is not only innovative in space type, but also able to compare functions. 'The application should be fully in line with the novelty and progressiveness of the law, and you are requested to approve the invention and encourage the invention.

圖為習用屋頂修繕工法示意圖; 圖一為本發明既有建築物屋頂斷水及防漏水工法之斷水 層施工步驟圖; 圖三為本發明既有建築物屋頂斷水及防漏水工法之斷水 層施工步驟圖; 圖四為本發明既有建築物屋頂斷水及防漏水工法之斷水 層施工步驟圖; 圖五為本發明既有建築物屋頂斷水及防漏水工法之斷水 層施工步驟圖; 圖六為本發明既有建築物屋頂斷水及防漏水工法之新施 工防水層施工步驟圖; 圖七為本發明既有建築物屋頂斷水及防漏水工法之脫氣 孔示意圖;以及 圖八為本發明既有建築物屋頂斷水及防漏水工法之應用 不意圖。 【主要元件符號說明】 習用符號: 11自宅屋頂樓板 11 201013028 12原有防水層 13原有保護層 14鄰宅屋頂樓板 15水 1 6新施作防水層 本發明符號: 2溝缝The figure is a schematic diagram of the conventional roof repairing method; Figure 1 is a schematic diagram of the water-breaking construction steps of the existing building roof water-breaking and water-proof construction method; Figure 3 is the broken roof and water leakage prevention method of the existing building roof of the present invention Figure 4 is a schematic diagram of the water layer construction steps of the existing building roof water cut-off and water leakage prevention method; Figure 5 is the water-breaking layer of the existing building roof water cut-off and water leakage prevention method Figure 6 is a schematic diagram of the construction steps of the new construction waterproof layer of the existing building roof water cut-off and water leakage prevention method according to the present invention; Figure 7 is a schematic view of the degassing hole of the existing building roof water cut-off and water leakage prevention method according to the present invention; And Figure 8 is not intended to be applied to the roof water cut-off and water leakage prevention methods of existing buildings. [Main component symbol description] Conventional symbols: 11 self-property roof slab 11 201013028 12 original waterproof layer 13 original protective layer 14 adjacent house roof slab 15 water 1 6 new application waterproof layer The symbol of the invention: 2 groove

3 1自宅屋頂樓板 32原防水層樓板 33原有保護層 4塞縫條 5防水劑 6洩壓閥 7隔熱板 71通道 8新防水層 9女兒牆 91脫氣孔 10水蒸氣 123 1 roof slab of the house 32 original waterproof floor slab 33 original protective layer 4 slat strip 5 waterproofing agent 6 pressure relief valve 7 insulation board 71 channel 8 new waterproof layer 9 daughter wall 91 degassing hole 10 water vapor 12

Claims (1)

201013028 十、申請專利範圍: -1· 一種既有建築物屋頂斷水及防漏水工法,包括: 步驟〗··係先於自宅與鄰宅的交界處切割出一道溝縫, 該溝縫深度必須深入屋頂樓板; 步驟2 :然後,在溝縫上填塞數個塞縫條,以將溝縫開 口封閉,使溝縫内部形成一個密閉空間,並令兩塞縫條. 間保持一間距,以預留數個灌注口; 步驟3 ··選擇一灌注口將防水劑灌入溝縫之密閉空間 中,當防水劑經由屋頂高處預留之灌注口溢出時,即可 β 停止灌注; ❹ 2. 3. 4. 5. 步驟4 ·當防水劑由另一個預留之灌注口溢出後,再 由控壓閥將預留之灌注口全部密封; 步驟5 ·斷水層^卫後’再將複數片隔熱板以浮貼 鋪設於於既有防水層之覆蓋保護層上方,使隔熱板與保 護層間形成一供水蒸氣通過之通道; 步驟6:再於隔熱板的上方處,塗佈或覆蓋—層防水層, 即可形成一個新的封閉防水層。 如申請專利範㈣1項収之既线築物㈣斷水及防 漏水工法’其中該溝縫寬度為2〜5mm為最佳。 ★m圍第1項所述之既有建築物屋頂斷水及防 漏水工法,其中該步驟1之溝縫切割完成後,必須溝縫 内部清洗,以將溝縫中之粉屑清洗乾淨。頁溝縫 ::::利第1項所述之既有建築物屋頂斷水及防 如"專利r圍ΐ塞縫條之高度小於溝縫深度。 如申请專職圍第i項所述 漏水工法,其中該塞縫條可▲ ^㈣物屋頂斷水及防 如申請專利範圍第1項所辻、到L型或其他形狀。 員所述之既有建築物屋頂斷水及防 13 6. 201013028 - 漏水工法,其中該防水劑可為單液與水反應型,或二液 - 反應型’其漼注方法’可為低壓或高壓灌注方法。 7·如申請專利範圍第1項所述之既有建築物屋頂斷水及防 漏水工法,其中該步驟3所述防水劑係由屋頂較低部位 之灌注口開始灌注’使防水劑可由屋頂較高之灌注口溢 出0 如申請專利範圍第《 $ m返之既有建築物屋頂斷水及防 水工法,其中該防水劑係採發泡聚胺酯,使防水劑之 8. 漏 ❹ 9. 比重高於水’以將溝縫内之積水大部分趕出 如申請專利範圍第7項所述之既有建築物屋頂斷水及防 漏水工法,其中该防水劑係能與水反應或二液反應發 ' /包,且能形成獨立氣泡,使發泡聚胺酯防水劑可在密閉 - 溝縫中與濕潤混凝土接着良好,且反應時間約在丨_8小 時^而膨脹壓力約在5kgs/cm 2,會將防水劑本身擠入溝 縫内之任何細微縫隙,以將密閉溝縫完全填充人 10·如中請專利_第丨項所述之既有建築物屋頂斷水及防 =水工法’其中.該步驟6之新防水層厚度約在2刪以上 φ 為最佳。 =申凊專利範圍第1項所述之既有建築物屋頂斷水及防 :水工法,其中該步驟6新完成之防水層上可預留若干 =藏式脫氣孔,以有效並緩慢地讓原有覆蓋保護 之水份排出。 2睛專㈣圍第1項所述之既有㈣物屋頂斷水及防 處7。工法’其中該脫氣孔可設置在女兒牆上或樓板任一 13.專利範圍第1項所述之既有建築物屋頂斷水及防 尺工法,其中該塞縫條之材質必須與新施作防水層密 14 201013028 切接合之材料為較佳。201013028 X. Patent application scope: -1· A method for roof water cut-off and water leakage prevention of existing buildings, including: Step 〗··Cleaning a trench before the junction between the house and the neighboring house, the depth of the groove must be Step into the roof slab; Step 2: Then, fill several gaps on the groove to close the opening of the groove, so that a closed space is formed inside the groove, and a gap between the two slats is maintained. Leave a few filling ports; Step 3 · Select a filling port to pour the waterproofing agent into the confined space of the groove. When the water repellent overflows through the filling port reserved at the height of the roof, β can be stopped; ❹ 2. 3. 4. 5. Step 4 ·When the water repellent overflows from another reserved filling port, the reserved filling port is completely sealed by the pressure control valve; Step 5 · After the water layer is cured, 'there will be multiple The heat insulation board is laid on the cover layer of the existing waterproof layer with a floating layer, so that a passage for the water supply vapor to pass through between the heat insulation board and the protection layer; Step 6: above the heat insulation board, coating or Cover-layer waterproof layer, can form a Closed waterproof layer. For example, applying for the patent (4), accepting the line (4) water cut and water leakage prevention method, wherein the width of the groove is 2~5mm is the best. ★ The surrounding water and water leakage prevention method of the existing building mentioned in item 1 of the m-th circumference. After the groove cutting of the step 1 is completed, the inside of the groove must be cleaned to clean the dust in the groove. Page sulcus :::: The roof of the existing building described in item 1 is broken and protected. The height of the patented r slat is less than the depth of the groove. For example, if you apply for the leaking method described in item i of the full-time enclosure, the slats can be ▲ ^ (4) the roof of the water and the prevention of the scope of the application of the scope of the first paragraph, to the L-shaped or other shapes. The existing roof of the building is cut off and protected. 13.6 201013028 - Leakage method, wherein the water repellent can be single liquid and water reactive, or the two liquid - reactive type 'the method of injection' can be low pressure or High pressure infusion method. 7. The method for the roof water cut-off and water leakage prevention of the existing building as described in claim 1, wherein the water-repellent agent in the step 3 is infused by the filling port at the lower part of the roof, so that the waterproofing agent can be made from the roof. High perfusion port overflow 0 If the patent application scope is “$m return to the roof of the existing building, the water is broken and the waterproof method is used. The waterproofing agent is made of foamed polyurethane, so that the waterproofing agent is 8. Leakage 9. The specific gravity is higher than The water's drive out most of the accumulated water in the trenches, such as the roof water cut-off and water leakage prevention method of the existing building mentioned in the scope of claim 7, wherein the water repellent can react with water or react with two liquids. /Pack, and can form independent bubbles, so that the foamed polyurethane waterproofing agent can be well followed by wet concrete in the closed-groove joint, and the reaction time is about 丨8 hours^ and the expansion pressure is about 5kgs/cm 2 The water repellent itself squeezes into any fine gaps in the groove to completely fill the sealed groove. 10·If the roof of the existing building is broken and the water protection method is described in the patent _ 丨 其中. Step 6 of the new waterproof layer thickness is about 2 It is best to delete the above φ. = The roof water cut-off and prevention of the existing building mentioned in the first paragraph of the patent scope: the hydraulic method, in which the newly completed waterproof layer can be reserved with some = Tibetan degassing holes to effectively and slowly let The original cover protection water is discharged. 2 Eyes (4) The existing (4) roof water cut-off and prevention measures mentioned in Item 1. The construction method 'where the degassing hole can be set on the daughter's wall or the slab. 13. The roof of the existing building as described in the first paragraph of the patent scope is broken and the rule of the work, wherein the material of the slat must be new and applied. Waterproof layer dense 14 201013028 The material of the cut joint is preferred. 1515
TW97135562A 2008-09-17 2008-09-17 Construction method of water-blocking and leakage-proof for roof of existing building TW201013028A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW97135562A TW201013028A (en) 2008-09-17 2008-09-17 Construction method of water-blocking and leakage-proof for roof of existing building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW97135562A TW201013028A (en) 2008-09-17 2008-09-17 Construction method of water-blocking and leakage-proof for roof of existing building

Publications (2)

Publication Number Publication Date
TW201013028A true TW201013028A (en) 2010-04-01
TWI359893B TWI359893B (en) 2012-03-11

Family

ID=44829167

Family Applications (1)

Application Number Title Priority Date Filing Date
TW97135562A TW201013028A (en) 2008-09-17 2008-09-17 Construction method of water-blocking and leakage-proof for roof of existing building

Country Status (1)

Country Link
TW (1) TW201013028A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108086603A (en) * 2016-11-23 2018-05-29 北京中联天盛建材有限公司 A kind of anti-water-stopping system of existing roofing and prevent water roofing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108086603A (en) * 2016-11-23 2018-05-29 北京中联天盛建材有限公司 A kind of anti-water-stopping system of existing roofing and prevent water roofing

Also Published As

Publication number Publication date
TWI359893B (en) 2012-03-11

Similar Documents

Publication Publication Date Title
CN109577569B (en) Open waterproof system
CN108797903B (en) Roof waterproof structure and construction process thereof
CN103628502B (en) The method for doing underground engineering bottom plate hollow floor with plastic draining board
CN109024486A (en) A kind of Han Qu paddles the freeze proof protection against erosion safeguard structure of side slope and its construction method
CN114961125A (en) Construction method of roof system
CN205857136U (en) A kind of channel thermal-insulating leakage-resistant plate
TW201013028A (en) Construction method of water-blocking and leakage-proof for roof of existing building
KR101502476B1 (en) Waterproof structure for rooftop
CN211735533U (en) Waterproof structure of post-cast strip of underground chamber roof
CN204715638U (en) A kind of roof covering water-proof structure
CN207812699U (en) A kind of waterproof construction on toilet doorway
CN218324144U (en) Basement high pressure joins in marriage electrical room bottom plate
CN216865222U (en) Bearing platform foundation structure
KR100672240B1 (en) Method for carrying out water-proof on the roof of old and new buildings
CN207892051U (en) A kind of outdoor flooring deformation joint water leak-proof structure of building
CN110735534A (en) Installation method of water floor heaters
KR102201208B1 (en) Structural and Construction Method of Roof Drain for External Water and Exterior Insulation Drainage Plates on the Rooftop
CN212201049U (en) Roof parapet inlet for stom water cold bridge prevention structure
CN107989287A (en) Inverted roof light and shade drainage system construction method
CN211622309U (en) Parapet waterproof device
CN209163261U (en) Roofing drain port antiseep mounting structure
CN207905592U (en) A kind of bay window water-proof top plate
CN205777154U (en) The roof thermal insulation waterproof construction that U-type groove combines with flexible covering film
CN213508311U (en) Sluice side wall parting repair structure
CN217601896U (en) Large-inclination landscape slope roof deformation joint structure

Legal Events

Date Code Title Description
MM4A Annulment or lapse of patent due to non-payment of fees