TWI671455B - Basement wall reinforcement structure - Google Patents
Basement wall reinforcement structure Download PDFInfo
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- TWI671455B TWI671455B TW106145101A TW106145101A TWI671455B TW I671455 B TWI671455 B TW I671455B TW 106145101 A TW106145101 A TW 106145101A TW 106145101 A TW106145101 A TW 106145101A TW I671455 B TWI671455 B TW I671455B
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- water pressure
- coating
- wall surface
- basement wall
- reinforcing structure
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- 230000002787 reinforcement Effects 0.000 title description 6
- 239000000463 material Substances 0.000 claims abstract description 70
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 39
- 239000011248 coating agent Substances 0.000 claims abstract description 30
- 238000000576 coating method Methods 0.000 claims abstract description 30
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 15
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 12
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 9
- 229920005989 resin Polymers 0.000 claims abstract description 9
- 239000011347 resin Substances 0.000 claims abstract description 9
- 239000006004 Quartz sand Substances 0.000 claims abstract description 7
- 239000004568 cement Substances 0.000 claims abstract description 6
- 239000010410 layer Substances 0.000 claims description 11
- 239000002904 solvent Substances 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000011247 coating layer Substances 0.000 claims description 5
- 239000003822 epoxy resin Substances 0.000 claims description 5
- 229920000647 polyepoxide Polymers 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 230000009286 beneficial effect Effects 0.000 claims description 4
- CTQNGGLPUBDAKN-UHFFFAOYSA-N O-Xylene Chemical compound CC1=CC=CC=C1C CTQNGGLPUBDAKN-UHFFFAOYSA-N 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 239000008096 xylene Substances 0.000 claims description 2
- 239000004927 clay Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 4
- 230000008719 thickening Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 230000008901 benefit Effects 0.000 description 5
- 238000004078 waterproofing Methods 0.000 description 4
- 238000005553 drilling Methods 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 241000264877 Hippospongia communis Species 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 235000012149 noodles Nutrition 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
本發明係提供一種地下室壁面補強結構,係包括有至少一鋼筋混泥土層及一抗負水壓材料塗層,該鋼筋混泥土層具有一施作面及至少一裂縫處,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施作面上且填充於該切槽內,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,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。 The invention provides a basement wall surface reinforcing structure, which includes at least one reinforced concrete layer and a coating resistant to negative water pressure. The reinforced concrete layer has an application surface and at least one crack, and the crack is cut on the crack. There are at least all grooves, and the negative water pressure resistant material coating is covered on the application surface with the crack and filled in the cut groove, and the negative water pressure resistant material coating is made of a resin material. And hardened material, good cement material, quartz sand material, and thickening material coating, so that the basement wall surface can be enhanced by the anti-negative water pressure material coating to enhance the drawing force and hardness and can achieve anti-negative Water pressure for water-stopping effect.
Description
本發明係有關於一種補強結構,尤指一種於地下室壁面可經由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地下室壁面補強結構。 The invention relates to a reinforcing structure, in particular to a basement wall surface reinforcing structure that can enhance the drawing force and hardness through a coating of a material resistant to negative water pressure on the wall surface of the basement, and can achieve resistance to negative water pressure to stop water.
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,而現今都是以水性的防水材來進行防水,而其防水材係以樹脂結合細沙調配而成,但其防水材於披覆後對其壁面之補強強度不足,且其以樹脂結合細沙調配出之防水材硬度也不足,而建築於封井後其地下水位會上升,相對的水壓會增強,在其補強強度及硬度不足之狀況下,其連續壁上同樣會有滲水的現象產生。 There are three common construction methods: RC Construction Method (Reinforce Concrete Construction), SC Construction Method (Steel Construction), and SRC Construction Method (Steel Reinforce Concrete Construction). Among them, the advantages of RC construction are that the structure is heavy and the lateral displacement is relatively Smaller, SC building has the advantages of good rigidity and toughness, while SRC building has the advantages of RC building and SC building at the same time, and the steel frame can also maintain the advantages of avoiding rust and high toughness. However, no matter what kind of building is, Under the golden environment, the design of the basement in the construction project will be based on the design of the basement, and the structure of the basement is liable to produce negative water pressure, which will cause the phenomenon of water seepage on the continuous wall of the basement. The leak-proofing works were carried out before completion. Nowadays, water-based waterproofing materials are used for waterproofing. The waterproofing materials are made of resin combined with fine sand. However, the waterproofing materials have insufficient reinforcement strength on the wall after coating. In addition, the hardness of the waterproof material formulated with resin and fine sand is insufficient, and the groundwater level will be raised after the well is closed. , The pressure will increase relatively in its reinforcement of the strength and hardness deficiency conditions under which the walls have the same continuous seepage phenomenon.
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 problems is the solution of the inventor of this case. The technical difficulties are determined.
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於地下室壁面之裂縫處以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地下室壁面補強結構。 Therefore, in order to effectively solve the above problems, the main object of the present invention is to provide a coating of anti-negative water pressure material on the cracks in the wall of the basement to enhance the drawing force and increase the hardness and achieve the anti-negative water pressure to stop the water. Basement wall reinforcement structure.
為達上述目的,本發明係提供一種地下室壁面補強結構,所述地下室壁面補強結構係包括有至少一鋼筋混泥土層及一抗負水壓材料塗層,其中該鋼筋混泥土層外具有一施作面,並該施作面上形成有至少一裂縫處,且於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施作面上,並使該抗負水壓材料塗層填充於該切槽內,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,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 basement wall surface reinforcing structure. The basement wall surface reinforcing structure includes at least one reinforced concrete layer and a coating of anti-negative water pressure material, wherein the reinforced concrete layer is provided with an external layer. Working surface, and at least one crack is formed on the application surface, and at least all grooves are cut on the crack, and the negative water pressure resistant material coating is coated on the application surface with the crack. And the negative water pressure resistant material coating is filled in the cut groove, and the negative water pressure resistant material coating is a mixture of a resin material and a hardened material, a good cement material, a quartz sand material, and a thickening material. With this coating, the basement wall surface can be strengthened by the anti-negative water pressure material coating to enhance the drawing force and hardness, and can achieve the anti-negative water pressure effect to stop water.
1‧‧‧地下室壁面補強結構 1‧‧‧Reinforcement structure of basement wall
2‧‧‧鋼筋混泥土層 2‧‧‧ Reinforced concrete layer
21‧‧‧施作面 21‧‧‧Noodle
22‧‧‧裂縫處 22‧‧‧Crack
23‧‧‧切槽 23‧‧‧Groove
24‧‧‧鋼筋 24‧‧‧ Rebar
25‧‧‧鐵絲 25‧‧‧ Iron wire
26‧‧‧孔洞 26‧‧‧ Hole
27‧‧‧針座 27‧‧‧ Needle Block
28‧‧‧環氧樹脂 28‧‧‧ epoxy resin
3‧‧‧抗負水壓材料塗層 3‧‧‧Negative water pressure resistant material coating
31‧‧‧樹脂材料 31‧‧‧resin material
32‧‧‧硬化材料 32‧‧‧hardened material
33‧‧‧益膠泥材料 33‧‧‧Beneficial cement material
34‧‧‧石英砂材料 34‧‧‧Quartz sand material
35‧‧‧增黏材料 35‧‧‧Tackifier
36‧‧‧溶劑材料 36‧‧‧ Solvent Materials
4‧‧‧披覆層 4‧‧‧ cladding
第1圖係本發明較佳實施例之立體組合示意圖。 FIG. 1 is a schematic diagram of a three-dimensional combination of a preferred embodiment of the present invention.
第2圖係本發明較佳實施例之組合剖視示意圖。 Figure 2 is a schematic sectional view of a combination of the preferred embodiments of the present invention.
第3圖係本發明較佳實施例之局部剖視示意圖。 FIG. 3 is a schematic partial cross-sectional view of a preferred embodiment of the present invention.
請參閱第1圖所示,係為本發明地下室壁面補強結構較佳實施例之立體組合示意圖及立體分解示意圖及剖視示意圖,由圖中可清楚看 出,其中所述地下室壁面補強結構1係包括有至少一鋼筋混泥土層2及一抗負水壓材料塗層3及一披覆層4,該鋼筋混泥土層2一側邊形成有一施作面21,該施作面21上形成有至少一裂縫處22,該裂縫處22為冷縫、樓板、鋼筋24植設、鐵絲25設置、蜂巢、結構脆弱等會產生裂縫之位置處,又該裂縫處22上形成有至少一切槽23,該切槽23係以切割器直接進行直線切割,又或裂縫處22係為樓板、鋼筋24植設、鐵絲25設置所形成之裂縫時,係切割其鋼筋24及鐵絲25,且其切割範圍係為施作面21下1CM至與施作面21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22之施作面21上,並使該抗負水壓材料塗層3填充於該切槽23內,而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,另該披覆層4係設置於所述施作面21與該抗負水壓材料塗層3間,並該披覆層4係為油性底漆,而該鋼筋混泥土層2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,可有效批補於於施作面21所形成之裂縫處22及切槽23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一孔洞26,該孔洞26係可貫穿至該鋼筋混泥土層2,並該孔洞26為離切割處10CM~12CM之位置進行鑽設,且其鑽設角度為與施作面21間呈 現45°之之角度距離,而該鑽設深度為施作面21下15CM~20CM之深度,而鑽設孔洞26完成後,便埋設至少一針座27於該孔洞26內,該針座27係為高壓止水之針座27,且灌注一環氧樹脂28於該針座27內,使環氧樹脂28可透過針座27送至裂縫處22,而該孔洞26上再披覆有所述抗負水壓材料塗層3,以可利用其環氧樹脂28補強其施作面21因具有裂縫或冷縫所造成結構不實之問題,可有效補強其整體施作面21及鋼筋混泥土層2下結構之強度。 Please refer to FIG. 1, which is a schematic view of a three-dimensional combination, a three-dimensional exploded view, and a cross-sectional view of a preferred embodiment of a reinforcing structure of a basement wall surface of the present invention, which can be clearly seen from the figure. The basement wall reinforcement structure 1 includes at least one reinforced concrete layer 2 and a negative water pressure resistant material coating 3 and a coating layer 4. An application is formed on one side of the reinforced concrete layer 2 Surface 21, at least one crack 22 is formed on the application surface 21, and the crack 22 is a place where cracks may occur, such as cold joints, floor slabs, planting of steel bars 24, wire 25, honeycombs, and weak structures, etc. At least all grooves 23 are formed on the place 22, and the cutting groove 23 is directly cut by a cutter, or the crack 22 is a crack formed by the floor slab, the reinforcing steel 24 planted, and the iron wire 25 installed. 24 and iron wire 25, and the cutting range is a cutting range from 1CM under the application surface 21 to the same as the application surface 21, and the coating 3 of the anti-negative water pressure material is coated on the cracked area 22 The application surface 21 is filled with the negative water pressure resistant material coating 3 in the cut groove 23, and the negative water pressure resistant material coating 3 is composed of a resin material 31, a hardened material 32 and a benefit. A coating made by mixing a cement material 33 and a quartz sand material 34, a viscosity increasing material 35 and a solvent material 36 Wherein, the solvent material 36 is xylene, and the resin material 31 is 10 parts by weight, the hardening material 32 is 5 parts by weight, the beneficial cement material 33 is 15 parts by weight, and the quartz sand material 34 is 3 parts by weight, the thickening material 35 is 0.5 parts by weight, the solvent material 36 is 0.2 parts by weight, and the coating layer 4 is provided on the application surface 21 and the negative water pressure resistant material coating 3 In addition, the coating layer 4 is an oil-based primer, and the reinforced concrete layer 2 can achieve high drawing force, high bonding force, high hardness, and good water resistance through the negative water pressure resistant material coating 3. It can effectively supplement the cracks 22 and cut grooves 23 formed on the application surface 21, so as to achieve the effect of stopping water and preventing water seepage, and the negative water pressure resistant material coating 3 can be worn at the position At least one hole 26, which can penetrate to the reinforced concrete layer 2, and the hole 26 is drilled at a position 10CM ~ 12CM away from the cutting position, and the drilling angle is between the application surface 21 The angular distance is 45 °, and the drilling depth is 15CM ~ 20CM under the working surface 21. After the drilling of the hole 26 is completed, at least one needle seat 27 is buried in the hole 26, and the needle seat 27 It is a high-pressure water-proof needle holder 27, and an epoxy resin 28 is poured into the needle holder 27, so that the epoxy resin 28 can be sent to the crack 22 through the needle holder 27, and the hole 26 is covered with some The anti-negative water pressure resistant material coating 3 can be used to reinforce its application surface 21 with its epoxy resin 28, which can cause structural failure caused by cracks or cold joints. It can effectively reinforce its overall application surface 21 and reinforced concrete. Strength of the structure under the soil layer 2.
需陳明者,以上所述僅為本案之較佳實施例,並非用以限制本發明,若依本發明之構想所作之改變,在不脫離本發明精神範圍內,例如:對於構形或佈置型態加以變換,對於各種變化,修飾與應用,所產生等效作用,均應包含於本案之權利範圍內,合予陳明。 Those who need to know, the above are only the preferred embodiments of the present case, and are not intended to limit the present invention. If changes are made according to the concept of the present invention, they will not depart from the spirit of the present invention, for example, for the configuration or arrangement. The form is changed, and the equivalent effects of various changes, modifications and applications shall be included in the scope of rights of this case and shall be shared with Chen Ming.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| TW106145101A TWI671455B (en) | 2017-12-21 | 2017-12-21 | Basement wall reinforcement structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW106145101A TWI671455B (en) | 2017-12-21 | 2017-12-21 | Basement wall reinforcement structure |
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| TW201928163A TW201928163A (en) | 2019-07-16 |
| TWI671455B true TWI671455B (en) | 2019-09-11 |
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Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101844899A (en) * | 2010-04-28 | 2010-09-29 | 中国文化遗产研究院 | Filling and binding material composition |
| CN106760207A (en) * | 2016-12-16 | 2017-05-31 | 中国矿业大学 | A kind of preparation method of TRC templates reinforced column |
| CN107023176A (en) * | 2017-03-29 | 2017-08-08 | 中铁十九局集团有限公司 | Method and device for repairing crack of low-pressure concrete structure |
-
2017
- 2017-12-21 TW TW106145101A patent/TWI671455B/en active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101844899A (en) * | 2010-04-28 | 2010-09-29 | 中国文化遗产研究院 | Filling and binding material composition |
| CN101844899B (en) | 2010-04-28 | 2012-09-05 | 中国文化遗产研究院 | Filling and binding material composition |
| CN106760207A (en) * | 2016-12-16 | 2017-05-31 | 中国矿业大学 | A kind of preparation method of TRC templates reinforced column |
| CN107023176A (en) * | 2017-03-29 | 2017-08-08 | 中铁十九局集团有限公司 | Method and device for repairing crack of low-pressure concrete structure |
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| TW201928163A (en) | 2019-07-16 |
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