TWI649485B - Basement wall reinforcement and water stop application method and anti-negative water pressure material coating - Google Patents
Basement wall reinforcement and water stop application method and anti-negative water pressure material coating Download PDFInfo
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Abstract
一種地下室壁面補強止水施作方法及其抗負水壓材料塗層，係包括下列步驟：標記；切割，以直線切割標記處；清洗；塗佈披覆層，於切割位置處塗佈一披覆層；批補抗負水壓塗層，於切割位置處批補一抗負水壓塗層；埋設針座，於切割位置處埋設至少一針座且灌注環氧樹脂；再次批補抗負水壓塗層，又該抗負水壓材料塗層係由一樹脂材料及硬化材料及益膠泥材料及石英砂材料及增黏材料混和而成之塗層，藉此，可於建築封井前針對壁面之裂縫處理與補強，而於移除抽水井後，可有效避免其壁面之裂縫產生滲水之狀況，更且其切割方式可有效避免破壞建築結構與避免裂縫因切割而延伸，也可減去於封井後需再次進行止漏所耗費之公事及工時，更可經由該抗負水壓材料塗層增強拉拔力與提高硬度且可達到抗負水壓以進行止水之功效者。 Basement wall reinforcing and water stopping application method and anti-negative water pressure material coating, comprising the following steps: marking; cutting, cutting the mark in a straight line; cleaning; coating the coating layer, coating a coating at the cutting position Coating; batching anti-negative water pressure coating, approving an anti-negative water pressure coating at the cutting position; embedding the needle seat, embedding at least one needle seat at the cutting position and injecting epoxy resin; The water pressure coating, and the anti-negative water pressure material coating is a coating formed by mixing a resin material and a hardening material and a beneficial clay material, a quartz sand material and a tackifying material, thereby being able to be used before the building is sealed For the treatment and reinforcement of the cracks on the wall surface, after the pumping well is removed, the water seepage of the cracks on the wall surface can be effectively avoided, and the cutting method can effectively avoid damage to the building structure and avoid the cracks extending due to cutting, or can be reduced After going to the well, it is necessary to carry out the business and working hours of the leak stop again. It can also enhance the drawing force and increase the hardness through the anti-negative hydraulic material coating, and can achieve the anti-negative water pressure to stop the water. .
Description
本發明係有關於一種止水補強施作方法及抗負水壓材料，尤指一種可保護建築結構體且可減少公事工時並可經由抗負水壓材料塗層增強拉拔力與提高硬度，而達到抗負水壓之地下室壁面補強止水施作方法及其抗負水壓材料塗層。 The invention relates to a water stop reinforcing application method and an anti-negative water pressure material, in particular to a structure structure which can protect a building structure and can reduce the working hours and can enhance the drawing force and the hardness through the anti-negative water pressure material coating. And to achieve the anti-negative water pressure of the basement wall surface reinforcement and water retention application method and its anti-negative water pressure material coating.
常見的建築工法有三種，RC建築工法(Reinforce Concrete Construction)、SC建築工法(Steel Construction)、以及SRC建築工法(Steel Reinforce Concrete Construction)，而其中RC建築的優點在於結構重實、側向位移相對較小，SC建築的優點在於剛性韌性佳，SRC建築則同時具有RC建築、SC建築的優點，鋼骨亦可同時保有避免鏽蝕、高韌性的優點，但其中不論是什麼建築種類，在現今寸土寸金的環境下，建築工程在設計時，都會地下室的設計，而地下室之結構體中就容易有負水壓的產生，進而導致地下室的連續壁上會有滲水的現象產生，因此會在建築完工前進行止漏的工程，而現今傳統的工法為在地下室外牆植鋼筋處、樓板牆交接處、冷縫處、鋼絲外露處、鋼筋外露處、裂縫、蜂巢及龜裂等處，先以電動鑿進行鑿槽之動作，且其所鑿之凹槽係為V型槽，並該V型槽之深度為3~5CM，而於V型槽清洗後會以結晶水塗佈或以水性底漆打底，最後再以樹脂砂漿填補，而後於封井後再針對滲水處灌注親水性止漏劑，但此工法在施作 上會造成許多之問題，如其以電動鑿進行鑿槽之動作會造成再次震動其建築結構體且破壞其結構體強度，進而導致鋼筋鬆動與不同材質接著處再次破壞，並且建築於封井後其地下水位會上升，相對的水壓會增強，因此於裂縫、冷縫、蜂巢、植筋處、龜裂處的漏水範圍也會變大，而在灌注親水性止漏劑之位置也會變多，進而導致結構體強度降低且所耗費之公事工時也相對的增加。 There are three common construction methods, Reinforce Concrete Construction, Steel Construction, and Steel Reinforce Concrete Construction, and the advantages of RC construction are structural reciprocity and lateral displacement. Smaller, SC architecture has the advantages of good rigidity and toughness. SRC buildings have the advantages of both RC and SC buildings. Steel can also have the advantages of avoiding rust and high toughness, but no matter what kind of building, in today's soil In the environment of inch gold, the design of the basement will be in the design of the building. In the structure of the basement, it is easy to have the negative water pressure, which will cause the water seepage on the continuous wall of the basement, so it will be in the building. The project is to stop leaking before the completion of the work. Today's traditional construction method is to place electric steel in the underground outdoor wall, the intersection of the slab wall, the cold joint, the exposed steel wire, the exposed steel bar, the crack, the honeycomb and the crack. The chiseling operation is performed by the chiseling, and the groove to be cut is a V-shaped groove, and the depth of the V-shaped groove is 3~5CM, and the V-shaped After the tank is cleaned, it will be coated with crystal water or base with water-based primer. Finally, it will be filled with resin mortar. Then, after sealing the well, the hydrophilic leak-stopping agent will be poured into the water seepage, but this method is applied. There are many problems in the process. For example, the action of grooving with electric chisel will cause the building structure to vibrate again and destroy the strength of the structure, which will cause the loosening of the steel bars and the destruction of different materials, and the building will be destroyed after the well is sealed. The groundwater level will rise and the relative water pressure will increase. Therefore, the leakage range in the cracks, cold joints, honeycombs, plantings, and cracks will also increase, and the position of the hydrophilic leak-stopping agent will increase. This in turn leads to a decrease in the strength of the structure and a relative increase in the amount of labor required.
故，如何將上述缺失問題加以改進，乃為本案發明人所欲解決之技術困難點之所在。 Therefore, how to improve the above-mentioned missing problems is the technical difficulty point that the inventor of the case wants to solve.
爰此，為有效解決上述之問題，本發明之主要目的在提供一種可保護建築結構體且可減少公事工時並可達到抗負水壓之地下室壁面止水施作方法。 Accordingly, in order to effectively solve the above problems, the main object of the present invention is to provide a method for stopping the water supply of a basement wall surface which can protect a building structure and can reduce the working hours and can achieve the anti-negative water pressure.
本發明之另一目的在提供一種可減少止水材料使用之地下室壁面止水施作方法。 Another object of the present invention is to provide a method for water stop operation of a basement wall surface which can reduce the use of a water stop material.
本發明之另一目的在提供一種可於未封井前進行壁面補強之地下室壁面止水施作方法。 Another object of the present invention is to provide a method for water stop operation of a basement wall surface which can be wall-reinforced before unsealing.
本發明之另一目的在提供一種可增強拉拔力與提高硬度且可達到抗負水壓以進行止水之抗負水壓材料塗層。 Another object of the present invention is to provide a coating of an anti-negative water pressure material which can enhance the drawing force and increase the hardness and can achieve the anti-negative water pressure to stop the water.
為達上述目的，本發明係提供一種地下室壁面止水施作方法，係包括下列步驟：標記，於壁面上檢查裂縫處且於裂縫處進行標線記號；切割，對壁面上具有標線記號位置處以切割機進行直線切割； 清洗，以高壓清洗機清洗切割處之粉塵；塗佈底漆，待清洗位置乾燥後，便對其切割位置處塗佈一油性底漆；批補抗負水壓材料塗層，待所述油性底漆乾燥後，便對其切割位置處批補一抗負水壓材料塗層，而該抗負水壓材料塗層係包含所述樹脂材料及所述硬化材料及所述益膠泥材料及所述石英砂材料及所述增黏材料及所述溶劑材料，且該抗負水壓材料塗層具有高拉拔力、高接著力、高硬度及良好的防水性。 In order to achieve the above object, the present invention provides a basement wall water stopping application method, which comprises the following steps: marking, inspecting a crack on a wall surface and marking a mark at a crack; cutting, having a mark mark position on the wall surface Cutting with a cutting machine; Cleaning, cleaning the dust at the cutting place with a high-pressure cleaner; applying a primer, after the cleaning position is dried, applying an oily primer to the cutting position; approving the coating of the anti-negative water pressure material, to be oily After the primer is dried, a coating of the anti-negative water pressure material is applied to the cutting position, and the anti-negative water pressure material coating comprises the resin material, the hardening material and the propolis material and the The quartz sand material and the tackifying material and the solvent material are described, and the anti-negative water pressure material coating has high drawing force, high adhesion, high hardness and good water resistance.
埋設針座，所述抗負水壓塗層乾燥後，便對其切割位置處埋設至少一針座，且於針座內灌注環氧樹脂，使環氧樹脂進入牆壁內；再次批補抗負水壓材料塗層，切割其針座與壁面切齊後再次批補所述負水壓材料塗層，將其針座切割且使該針座與該壁面切齊後，便可再次批補負水壓材料塗層；藉此，利用本發明所提供之地下室壁面止水施作方法，可於建築封井前針對壁面之裂縫處理與補強，而於移除抽水井後，可有效避免其壁面之裂縫產生滲水之狀況，更且利用本施作方法，其切割方式可有效避免破壞建築結構與避免裂縫因切割而延伸，也可減去於封井後需再次進行止漏所耗費之公事及工時，進而達到有效減少公事工時且同時可達到抗負水壓之效果者。 Embedding the needle seat, after the anti-negative water pressure coating is dried, at least one needle seat is buried at the cutting position, and the epoxy resin is poured into the needle seat to make the epoxy resin enter the wall; The water-pressure material coating, after cutting the needle seat and the wall surface, and then replenishing the coating of the negative water pressure material, cutting the needle seat and aligning the needle seat with the wall surface, then re-approving the negative The water-pressure material coating; thereby, the basement wall water-stopping method provided by the invention can be used for the treatment and reinforcement of the wall crack before the building is sealed, and the wall surface can be effectively avoided after the pumping well is removed. The crack produces water seepage, and the cutting method can effectively avoid damage to the building structure and avoid cracks extending due to cutting, and can also reduce the business expenses required to stop the leak after sealing the well. Working hours, and then achieve effective reduction of working hours and at the same time can achieve the effect of resistance to negative water pressure.
為達上述目的，本發明係提供一種抗負水壓材料塗層，所述抗負水壓材料塗層係披覆於一鋼筋混泥土結構上，該鋼筋混泥土結構具有一壁面且於該壁面上形成有至少一裂縫處，而該抗負水壓材料塗層係由一樹脂材料及一硬化材料及一益膠泥材料及一石英砂材料及一增黏材料混合而成之塗層，又該裂縫處上切割有至少一切槽，而該抗負水壓材料塗層係 披覆於所述具有裂縫處之壁面上，並使該抗負水壓材料塗層填充於該切槽內，藉此，該地下室壁面可經由該抗負水壓材料塗層增強拉拔力與提高硬度且可達到抗負水壓以進行止水之功效者。 In order to achieve the above object, the present invention provides a coating of an anti-negative water pressure material coated on a reinforced concrete structure having a wall surface and a wall surface Forming at least one crack on the coating, and the coating of the anti-negative water pressure material is a coating made of a resin material and a hardening material and a beneficial cement material and a quartz sand material and a tackifying material, and At least all the grooves are cut at the crack, and the anti-negative water pressure material coating system Coating the wall surface having the crack and filling the anti-negative water pressure material coating in the slit, whereby the basement wall surface can enhance the drawing force and the coating through the anti-negative water pressure material coating Increase the hardness and achieve the effect of resisting negative water pressure to stop water.
S1‧‧‧標記 S1‧‧‧ mark
S2‧‧‧切割 S2‧‧ cut
S3‧‧‧清洗 S3‧‧‧ Cleaning
S4‧‧‧塗佈底漆 S4‧‧‧ Coating Primer
S5‧‧‧批補抗負水壓材料塗層 S5‧‧‧Approved anti-negative water pressure material coating
S6‧‧‧埋設針座 S6‧‧‧ buried needle seat
S7‧‧‧再次批補抗負水壓材料塗層 S7‧‧‧Re-approval of anti-negative water pressure material coating
1‧‧‧鋼筋混泥土結構 1‧‧ ‧ reinforced concrete structure
11‧‧‧壁面 11‧‧‧ wall
12‧‧‧裂縫處 12‧‧‧ cracks
13‧‧‧鋼筋 13‧‧‧Rebar
14‧‧‧鐵絲 14‧‧‧Wire
15‧‧‧蜂巢 15‧‧‧Hive
16‧‧‧標線記號 16‧‧‧ marking marks
17‧‧‧切槽 17‧‧‧ slotting
2‧‧‧油性底漆 2‧‧‧oily primer
3‧‧‧抗負水壓材料塗層 3‧‧‧Anti-negative water pressure material coating
31‧‧‧樹脂材料 31‧‧‧Resin materials
32‧‧‧硬化材料 32‧‧‧ hardened materials
33‧‧‧益膠泥材料 33‧‧‧Yu Mud Material
34‧‧‧石英砂材料 34‧‧‧Quartz sand material
35‧‧‧增黏材料 35‧‧‧Adhesive material
36‧‧‧溶劑材料 36‧‧‧ solvent materials
37‧‧‧孔洞 37‧‧‧ holes
38‧‧‧針座 38‧‧‧ needle seat
381‧‧‧環氧樹脂 381‧‧‧ epoxy resin
第1圖係本發明較佳實施例之流程圖。 BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is a flow chart of a preferred embodiment of the present invention.
第2圖係本發明較佳實施例之標記示意圖。 Figure 2 is a schematic illustration of a preferred embodiment of the invention.
第3圖係本發明較佳實施例之切割示意圖。 Figure 3 is a schematic view of the cutting of a preferred embodiment of the present invention.
第4圖係本發明較佳實施例之清洗示意圖。 Figure 4 is a schematic view of the cleaning of a preferred embodiment of the present invention.
第5圖係本發明較佳實施例之塗佈披覆層示意圖。 Figure 5 is a schematic view of a coated coating layer in accordance with a preferred embodiment of the present invention.
第6圖係本發明較佳實施例之批補抗負水壓材料塗層示意圖。 Figure 6 is a schematic view of a coating of a batch of anti-negative water pressure material according to a preferred embodiment of the present invention.
第7圖係本發明較佳實施例之埋設針座示意圖。 Figure 7 is a schematic view of a buried needle holder in accordance with a preferred embodiment of the present invention.
第8圖係本發明較佳實施例之灌注環氧樹脂示意圖。 Figure 8 is a schematic view of a potting epoxy resin in accordance with a preferred embodiment of the present invention.
第9圖係本發明較佳實施例之再次批補抗負水壓材料塗層示意圖。 Figure 9 is a schematic view showing the coating of the anti-negative water pressure material again in accordance with a preferred embodiment of the present invention.
第10圖係本發明抗負水壓材料塗層之組合剖視示意圖。 Figure 10 is a schematic cross-sectional view showing the combination of the coating of the anti-negative water pressure material of the present invention.
第11圖係本發明抗負水壓材料塗層之實施示意圖。 Figure 11 is a schematic view showing the implementation of the coating of the anti-negative water pressure material of the present invention.
第12圖係本發明抗負水壓材料塗層之實施剖視示意圖。 Figure 12 is a schematic cross-sectional view showing the implementation of the coating of the anti-negative water pressure material of the present invention.
請參閱第1圖至第9圖所示，係為本發明較佳實施例之流程圖及實施示意圖，本發明係針對建築結構地下室之連續壁面進行止水補強，且其施作時係於該建築結構未封井移除抽水機前進行，而該地下室壁面止水補強施作方法係包含下列步驟：標記S1、切割S2、清洗S3、 塗佈底漆S4、批補抗負水壓材料塗層S5、埋設針座S6及再次批補抗負水壓材料塗層S7，其中： Please refer to FIG. 1 to FIG. 9 , which are flowcharts and implementation diagrams of a preferred embodiment of the present invention. The present invention is directed to water-stop reinforcement of a continuous wall surface of a basement of a building structure, and is applied thereto. The building structure is not sealed before the pump is removed, and the basement wall water-reinforcing application method comprises the following steps: marking S1, cutting S2, cleaning S3, Coating primer S4, batching anti-negative water pressure material coating S5, embedding needle holder S6 and re-compensating anti-negative water pressure material coating S7, wherein:
標記S1，工程人員以高亮度探照燈對一鋼筋混泥土結構1之一壁面11進行檢查，對壁面11進行檢查是否具有裂縫處12，其裂縫處12係包括細微裂縫，且其裂縫處12為冷縫、樓板、鋼筋13植設、鐵絲14設置、蜂巢15、結構脆弱等會產生裂縫處12之位置處，若發現裂縫處則進行標線記號16。 Mark S1, the engineer inspects one wall surface 11 of a reinforced concrete structure 1 with a high-intensity searchlight, and checks whether the wall 11 has a crack 12, the crack 12 includes fine cracks, and the crack 12 is cold. Sewing, slabs, reinforcement 13 planting, wire 14 setting, honeycomb 15, fragile structure, etc. will produce the location of the crack 12, if the crack is found, mark the line 16.
切割S2，對其壁面11上具有標線記號16位置處之裂縫以切割器進行切割，若其裂縫處12為自然裂縫或者冷縫，則於該裂縫處上以切割器直接進行直線切割，使該壁面11上之裂縫處12形成有直線狀之至少一切槽17，而以直線式的切割可避免由鑿槽所造成之再次震動建築結構體且破壞其結構體強度等問題，利用切割機其直線式的切割方式可有效避免破壞建築結構與避免裂縫處因切割而延伸等問題，又或該壁面11上之係為樓板、鋼筋13植設、鐵絲14設置所形成之裂縫時，係切割其鋼筋13及鐵絲14，且其切割範圍係為壁面11下1CM至與壁面11切齊間之切割範圍，又其中，若該壁面11上已具有滲水處時，則在滲水處50CM以內之裂縫處12先不進行切割，需先將其滲水處進行抓漏之工事，直至其壁面11不再滲水，才會對其裂縫處12進行切割。 Cutting S2, cutting the crack at the position of the wall surface 11 with the mark 16 at the position of the cutter, and if the crack 12 is a natural crack or a cold joint, directly cutting the straight line at the crack with the cutter, so that The crack portion 12 on the wall surface 11 is formed with at least all of the grooves 17 in a straight line, and the linear cutting can avoid the problem of re-vibrating the building structure caused by the grooving and destroying the strength of the structural body, etc. The linear cutting method can effectively avoid the problems of damaging the building structure and avoiding the extension of the crack due to the cutting, or when the wall 11 is a crack formed by the slab, the reinforcing steel 13 planting, and the wire 14 is disposed, The steel bar 13 and the wire 14 are cut in the range of 1 CM from the wall 11 to the wall 11 , and if the wall 11 has a water seepage, the crack is within 50 cm of the water seepage. 12 If the cutting is not carried out first, the work of seeping the water in the water seepage area must be carried out until the wall surface 11 is no longer seeping water, and the crack 12 is cut.
清洗S3，以高壓清洗器之高壓水柱清洗其壁面11，將其壁面11之雜質及經由切割器切割過後之粉塵清除。 The S3 is cleaned, and the wall surface 11 is cleaned by the high-pressure water column of the high-pressure cleaner, and the impurities of the wall surface 11 and the dust after cutting through the cutter are removed.
塗佈底漆S4，待其壁面11及切割位置處乾燥後，則針對其切割位置處進行塗佈一油性底漆2，其中所述油性底漆2係塗佈於切割 位置處之壁面11上，且於壁面11上塗佈之範圍為切割位置處外30CM以上，又其中，若該壁面11上已具有滲水處時，則在滲水處50CM以內之裂縫處12先不進行塗佈油性底漆，需先將其滲水處進行抓漏之工事，直至其壁面11不再滲水，才會對其裂縫處12進行塗佈所述油性底漆2。 Applying the primer S4, after drying on the wall surface 11 and the cutting position, applying an oily primer 2 to the cutting position thereof, wherein the oily primer 2 is applied to the cutting The wall surface 11 at the position is coated on the wall surface 11 to be 30 cm or more outside the cutting position, and if there is a water seepage portion on the wall surface 11, the crack 12 within the water leakage portion is not first. When the oily primer is applied, it is necessary to first perform the work of leaking the water in the water seepage portion until the wall surface 11 is no longer seep, and the oily primer 2 is applied to the crack portion 12.
批補抗負水壓材料塗層S5，待其壁面11及切割位置處之油性底漆乾燥後，則針對其切割位置處進行批補一抗負水壓材料塗層3，而其抗負水壓材料塗層3係批補於所述切割位置處之壁面11上，且於壁面11上塗佈之範圍為切割位置處外20CM以上，又該抗負水壓材料塗層3係由一樹脂材料31及一硬化材料32及一益膠泥材料33及一石英砂材料34及一增黏材料35及一溶劑材料36混合而成之塗層，其中該樹脂材料31及硬化材料32及益膠泥材料33及石英砂材料34及增黏材料35及溶劑材料36分別為環氧樹脂及環氧樹脂硬化劑及樹脂益膠泥及石英砂及增黏粉及二甲苯，而該環氧樹脂係為10重量份，該環氧樹脂硬化劑係為5重量份，該樹脂益膠泥係為15重量份，該石英砂係為3重量份，該增黏粉係為0.5重量份，該二甲苯係為0.2重量份，且本發明所調配之抗負水壓材料塗層3具有高拉拔力、高接著力、高硬度及良好的防水性，可有效批補於於切割處所形成之切槽17及壁面11上，進而達到止水及防止滲水之效果者。 The anti-negative water pressure material coating S5 is approved, and after the oily primer at the wall surface 11 and the cutting position is dried, the anti-negative water pressure material coating 3 is approved for the cutting position, and the anti-negative water is applied. The pressure material coating 3 is applied to the wall surface 11 at the cutting position, and the coating on the wall surface 11 is 20 cm or more outside the cutting position, and the anti-negative water pressure material coating 3 is made of a resin. The material 31 and a hardened material 32 and a beneficial cement material 33 and a quartz sand material 34 and a coating of a thickening material 35 and a solvent material 36, wherein the resin material 31 and the hardening material 32 and the beneficial clay material 33 and quartz sand material 34 and tackifying material 35 and solvent material 36 are respectively epoxy resin and epoxy resin hardener and resin Yi clay and quartz sand and tackifying powder and xylene, and the epoxy resin is 10 weight. The epoxy resin hardener is 5 parts by weight, the resin is 100 parts by weight, the quartz sand is 3 parts by weight, the tackified powder is 0.5 parts by weight, and the xylene is 0.2 weight. And the anti-negative water pressure material coating 3 formulated by the invention has high pulling force and high Then, the force, the high hardness and the good waterproofness can be effectively supplemented on the slits 17 and the wall surface 11 formed by the cutting place, thereby achieving the effects of stopping water and preventing water seepage.
埋設針座S6，待其壁面11及切割位置處之抗負水壓材料塗層3固化後，便可於該抗負水壓材料塗層3上以鑽孔器進行鑽設至少一孔洞37，其鑽設孔洞37處為離切割處10CM~12CM之位置進行 鑽設，且其鑽設角度為與壁面11間呈現45°之角度距離，而該鑽設深度為壁面11下15CM~20CM之深度，而鑽設孔洞37完成後，便埋設至少一針座38於該孔洞37內，該針座38係為高壓止水之針座38，且灌注一環氧樹脂381於該針座38內，使環氧樹脂381可透過針座38送至裂縫內，並可利用其抗負水壓材料塗層3及環氧樹脂381補強其壁面11因具有裂縫或冷縫所造成結構不實之問題，可有效補強其整體壁面11及壁面11下結構之強度。 The needle holder S6 is embedded, and after the wall surface 11 and the anti-negative water pressure material coating 3 at the cutting position are solidified, at least one hole 37 can be drilled on the anti-negative water pressure material coating 3 by using a drill. The drilling hole 37 is located at a position of 10 cm~12 cm from the cutting point. Drilling, and the drilling angle is 45° from the wall surface 11, and the drilling depth is 15CM~20CM depth under the wall surface 11, and after the drilling hole 37 is completed, at least one needle seat 38 is buried. In the hole 37, the needle holder 38 is a high pressure water stop needle holder 38, and an epoxy resin 381 is poured into the needle holder 38, so that the epoxy resin 381 can be sent into the crack through the needle holder 38, and The anti-negative hydraulic material coating 3 and the epoxy resin 381 can be used to reinforce the problem that the wall surface 11 is not solid due to cracks or cold joints, and the strength of the structure under the entire wall surface 11 and the wall surface 11 can be effectively reinforced.
再次批補抗負水壓材料塗層S7，其壁面11上之針38座待氧生完成後約2~3日切割針座38，將其針座38切割至與該壁面11切齊，且切割針座38所造成之粉塵清除後，便可再次塗佈油性底漆2，直至油性底漆2乾燥後，再次批補抗負水壓材料塗層3。 The anti-negative water pressure material coating S7 is again approved, and the needle 38 on the wall surface 11 is cut into the needle holder 38 about 2 to 3 days after the completion of the oxygen generation, and the needle holder 38 is cut to be aligned with the wall surface 11, and After the dust caused by the cutting needle holder 38 is removed, the oily primer 2 can be applied again until the oily primer 2 is dried, and the anti-negative water pressure material coating 3 is again replenished.
藉此，利用本發明所提供之地下室壁面止水補強施作方法，可於建築封井前針對壁面之裂縫處12處理與補強，而於移除抽水井後，可有效避免其壁面11之裂縫處12產生滲水之狀況，更且利用本施作方法，其切割方式可有效避免破壞建築結構與避免裂縫處12因切割而延伸，也可減去於封井後需再次進行止漏所耗費之公事及工時，進而達到有效減少公事工時且同時可達到抗負水壓之效果者。 Thereby, the basement wall surface water replenishing and reinforcing method provided by the invention can be used for the treatment and reinforcement of the cracks 12 of the wall before the building is sealed, and the crack of the wall surface 11 can be effectively avoided after the pumping well is removed. At the location 12, the condition of seepage is generated, and the method of cutting is used, and the cutting method can effectively avoid damage to the building structure and avoid the crack 12 extending due to cutting, and can also reduce the cost of stopping the leak after sealing the well. Business and working hours, in order to achieve effective reduction of working hours and at the same time can achieve the effect of resistance to negative water pressure.
再請同時參閱第10至12圖所示，係為本發明抗負水壓材料塗層之組合剖視示意圖及實施示意圖及實施剖視示意圖，由圖中可清楚看出，所述該抗負水壓材料塗層3係由所述樹脂材料31及硬化材料32及益膠泥材料33石英砂材料34及增黏材料35及溶劑材料36混合而成之塗層，其中該溶劑材料36係為二甲苯，又該樹脂材料31係為10 重量份，該硬化材料32係為5重量份，該益膠泥材料33係為15重量份，該石英砂材料34係為3重量份，該增黏材料35係為0.5重量份，該溶劑材料36係為0.2重量份，又該抗負水壓材料塗層3係披覆於所述鋼筋混泥土結構1上，該鋼筋混泥土結構1具有所述壁面11且於該壁面上形成有至少所述裂縫處12，該裂縫處為冷縫、樓板、鋼筋13植設、鐵絲14設置、蜂巢15、結構脆弱等會產生裂縫之位置處，又該裂縫處12上形成有所述切槽17，該切槽17係以切割器直接進行直線切割，又或裂縫處12係為樓板、鋼筋13植設、鐵絲14設置所形成之裂縫時，係切割其鋼筋13及鐵絲14，且其切割範圍係為壁面11下1CM至與壁面11切齊間之切割範圍，而該抗負水壓材料塗層3係披覆於所述具有裂縫處12之壁面11上，並使該抗負水壓材料塗層3填充於該切槽17內，另該油性底漆2係設置於所述壁面11與該抗負水壓材料塗層3間，而該鋼筋混泥土結構1可透過該抗負水壓材料塗層3達到具有高拉拔力、高接著力、高硬度及良好的防水性，可有效批補於於壁面11所形成之裂縫處12及切槽17上，進而達到止水及防止滲水之效果者，又該抗負水壓材料塗層3位置處可穿設有至少所述孔洞37，該孔洞37係可貫穿至該鋼筋混泥土結構2，並該孔洞37為離切割處10CM~12CM之位置進行鑽設，且其鑽設角度為與壁面11間呈現45°之角度距離，而該鑽設深度為壁面11下15CM~20CM之深度，而鑽設孔洞37完成後，便埋設所述針座38於該孔洞37內，該針座38係為高壓止水之針座38，且灌注所述環氧樹脂381於該針座38內，使環氧樹脂381可透過針座送至裂縫處12，而該孔洞37上再披覆有所述抗負水壓材料 塗層3，以可利用其抗負水壓材料塗層3與環氧樹脂381補強其壁面11因具有裂縫或冷縫所造成結構不實之問題，可有效補強其整體壁面11及鋼筋混泥土結構1之強度。 Please also refer to the figures 10 to 12 at the same time, which is a schematic cross-sectional view, a schematic implementation diagram and a schematic cross-sectional view of the coating of the anti-negative water pressure material of the present invention. It can be clearly seen from the figure that the anti-negative The water-repellent material coating 3 is a coating formed by mixing the resin material 31 and the hardening material 32 and the beneficial clay material 33 quartz sand material 34, the tackifying material 35 and the solvent material 36, wherein the solvent material 36 is two. Toluene, the resin material 31 is 10 The hardening material 32 is 5 parts by weight, the beneficial cement material 33 is 15 parts by weight, the quartz sand material 34 is 3 parts by weight, and the tackifying material 35 is 0.5 parts by weight. The solvent material 36 is used. The coating is 0.2 parts by weight, and the anti-negative water pressure material coating 3 is coated on the reinforced concrete structure 1 having the wall surface 11 and at least the surface is formed on the wall surface a crack 12 at a position where a crack is formed by a cold joint, a floor slab, a steel bar 13 , a wire 14 , a honeycomb 15 , a fragile structure, etc., and the slit 17 is formed on the crack 12 The grooving 17 is directly cut by a cutter, or the crack 12 is a crack formed by the slab, the reinforcing steel 13 and the wire 14 is cut, and the reinforcing steel 13 and the iron wire 14 are cut, and the cutting range is The wall surface 11 is 1CM to a cutting range which is in line with the wall surface 11, and the anti-negative water pressure material coating 3 is applied to the wall surface 11 having the crack portion 12, and the anti-negative water pressure material is coated. 3 is filled in the slit 17, and the oily primer 2 is disposed on the wall surface 11 and the anti-negative The hydraulic material coating is 3, and the reinforced concrete structure 1 can achieve high drawing force, high adhesion, high hardness and good waterproof property through the anti-negative water pressure material coating 3, which can be effectively supplemented The crack portion 12 and the slit 17 formed on the wall surface 11 further achieve the effect of stopping water and preventing water seepage, and at least the hole 37 can be formed at the position of the anti-negative water pressure material coating 3, the hole The 37 series can penetrate into the reinforced concrete structure 2, and the hole 37 is drilled at a position of 10 cm~12 cm from the cutting point, and the drilling angle is an angular distance of 45° from the wall surface 11, and the drilling is performed. The depth is a depth of 15 cm to 20 cm below the wall surface 11. After the drilling hole 37 is completed, the needle holder 38 is embedded in the hole 37. The needle holder 38 is a high pressure water stop needle holder 38, and the perfusion is performed. The epoxy resin 381 is disposed in the needle holder 38, so that the epoxy resin 381 can be sent to the crack portion 12 through the needle holder, and the hole 37 is covered with the anti-negative water pressure material. The coating 3 can utilize the anti-negative water pressure material coating 3 and the epoxy resin 381 to reinforce the problem that the wall surface 11 is not solid due to cracks or cold joints, and can effectively reinforce the entire wall surface 11 and the reinforced concrete. The strength of structure 1.
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| TW200732542A (en) * | 2006-02-22 | 2007-09-01 | Tung Gun Engineering Entpr Co Ltd | A waterproof and leakproof construction method of a rooftop |
| TWI317772B (en) * | 2006-12-14 | 2009-12-01 | Li Zhao | A reingforced technique for partial depth repair of rigid pavement |
| TW201326080A (en) * | 2011-12-22 | 2013-07-01 | Stone & Resource Ind R & D Ct | Cement composition with thermal insulation capability and caulking agent containing the same |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TW200732542A (en) * | 2006-02-22 | 2007-09-01 | Tung Gun Engineering Entpr Co Ltd | A waterproof and leakproof construction method of a rooftop |
| TWI317772B (en) * | 2006-12-14 | 2009-12-01 | Li Zhao | A reingforced technique for partial depth repair of rigid pavement |
| TW201326080A (en) * | 2011-12-22 | 2013-07-01 | Stone & Resource Ind R & D Ct | Cement composition with thermal insulation capability and caulking agent containing the same |
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