土木工程外文翻譯---建筑混凝土裂縫的預(yù)防與處理

1、<p><b>　　畢業(yè)設(shè)計(jì)（論文）</b></p><p><b>　　譯文及原稿</b></p><p>　　譯文題目 建筑混凝土裂縫的預(yù)防和處理 </p><p>　　原稿題目Building construc

2、tion concrete crack of prevention and processing </p><p>　　原稿出處 Dimosi M，CANADIAN JOURNAL OF CIVIL ENGINEERING，[M]，Canadian：The Canadian civil engineering press

3、，2010. </p><p>　　建筑混凝土裂縫的預(yù)防與處理</p><p>　　摘 要：混凝土的裂縫問(wèn)題是一個(gè)普遍存在而又難以解決的工程實(shí)際問(wèn)題，本文將對(duì)混凝土工程中熟悉的裂縫問(wèn)題進(jìn)行研究分析，并針對(duì)具體情況提出一些預(yù)防與處理措施。</p><p>

4、;　　關(guān)鍵詞：混凝土，裂縫，預(yù)防，處理</p><p><b>　　1、前言</b></p><p>　　混凝土是一種由砂石骨料、水泥、水及其他多種材料混合而形成的脆性材料。由于混凝土施工和自身變形、約束等一系列的問(wèn)題，硬化成型的混凝土中存在許多的微小孔隙、氣孔和微裂縫，由于這些初始缺陷的存在才使得混凝土呈現(xiàn)出一些非均質(zhì)的特性。微裂縫通常是一種無(wú)害裂縫，對(duì)混凝土的承重

5、、抗?jié)B透及其他一些使用功能不產(chǎn)生危害。但是在混凝土受到荷載、溫差等多重效應(yīng)作用之后，微裂縫就會(huì)不斷的擴(kuò)展和連通，最終形成我們?nèi)粘Ｈ庋劭梢?jiàn)的宏觀裂縫，也就是混凝土工程中常說(shuō)的裂縫。</p><p>　　混凝土建筑和構(gòu)件通常都是帶縫工作的，由于裂縫的存在和發(fā)展通常會(huì)使內(nèi)部的鋼筋產(chǎn)生腐蝕，降低鋼筋混凝土材料的承載能力、耐久性及抗?jié)B能力，影響建筑物的外觀、使用壽命，將會(huì)嚴(yán)重威脅到人們的生命和財(cái)產(chǎn)安全。很多工程的出事都是由

6、于裂縫的不穩(wěn)定發(fā)展所致。近代科學(xué)研究和大量的混凝土工程實(shí)踐證明，在混凝土工程中裂縫問(wèn)題是不可避免的，在一定的范圍內(nèi)也是可以接受的，但要采取有效的措施將其危害程度控制在一定的范圍之內(nèi)。鋼筋混凝土規(guī)范明文規(guī)定：不同結(jié)構(gòu)在不同的所處條件下，允許存在一定寬度的裂縫。但在施工中應(yīng)盡量采取有效措施控制裂縫產(chǎn)生，使結(jié)構(gòu)盡可能不出現(xiàn)裂縫或盡量減少裂縫的數(shù)量和寬度，尤其要盡量避免有害裂縫的出現(xiàn)，以確保工程質(zhì)量。</p><p>　

7、　混凝土裂縫產(chǎn)生的原因很多，有變形引起的裂縫：如溫度變化、收縮、膨脹、不均勻沉陷等原因引起的裂縫；外荷載作用引起的裂縫；養(yǎng)護(hù)環(huán)境不當(dāng)和化學(xué)作用引起的裂縫等等。在實(shí)際工程中應(yīng)區(qū)別對(duì)待，根據(jù)實(shí)際情況解決實(shí)際問(wèn)題。</p><p>　　2、混凝土工程中常見(jiàn)裂縫及預(yù)防</p><p>　　2.1干縮裂縫及預(yù)防</p><p>　　干縮裂縫通常出現(xiàn)在混凝土養(yǎng)護(hù)結(jié)束后的一段時(shí)間

8、或是混凝土澆筑完畢后的一周左右。水泥漿中水分不斷的蒸發(fā)會(huì)產(chǎn)生干縮現(xiàn)象，且這種收縮是不可恢復(fù)的。干縮裂縫的產(chǎn)生主要是由于混凝土內(nèi)外層混凝土水分蒸發(fā)程度不同而導(dǎo)致的變形不同：混凝土受外部條件的影響，表面水分蒸發(fā)過(guò)快，變形較大，內(nèi)部水分蒸發(fā)滿濕度變化較小變形較小，較大的表面干縮變形受到混凝土內(nèi)部較小約束，因產(chǎn)生較大拉應(yīng)力而連帶產(chǎn)生裂縫。相對(duì)濕度越低，水泥漿體干縮越大，干縮裂縫越易產(chǎn)生。干縮裂縫多為表面的平行線狀或網(wǎng)狀淺細(xì)裂縫，寬度一般在0.0

9、5-0.2mm之間，在大體積混凝土中的平面部位比較多見(jiàn)，較薄的梁板中多沿其短向分布裂紋。干縮裂縫的存在通常會(huì)影響混凝土的抗?jié)B透性能，引起鋼筋的銹蝕，影響混凝土的耐久性，在水壓力的作用下會(huì)產(chǎn)生水力劈裂，影響混凝土的承載力性能等等?；炷粮煽s主要和混凝土的水灰比、水泥的成分、水泥的用量、集料的性質(zhì)和用量、外加劑的用量等有關(guān)。</p><p>　　主要預(yù)防措施：一是選用收縮量較小的水泥，一般多采用中低熱水泥和粉煤灰水泥

10、，降低水泥的用量。二是混凝土的干縮受水灰比的影響較大，水灰比越大，干縮也就越大，因此在混凝土配合比設(shè)計(jì)中應(yīng)盡量控制好水灰比的選用，同時(shí)摻加適量的減水劑。三是嚴(yán)格控制混凝土攪拌和施工中的配合比，混凝土在拌合中的用水量絕對(duì)不能大于配合比設(shè)計(jì)所給定的用水量。四是加強(qiáng)混凝土的早期養(yǎng)護(hù)時(shí)長(zhǎng)，并適當(dāng)延長(zhǎng)混凝土的養(yǎng)護(hù)時(shí)間。冬季施工時(shí)要適當(dāng)延長(zhǎng)混凝土的保溫覆蓋時(shí)間，并涂刷保護(hù)劑保護(hù)。五是在混凝土結(jié)構(gòu)中設(shè)置合適的收縮縫。</p><p

11、>　　2.2塑性收縮裂縫及預(yù)防</p><p>　　塑性收縮是指混凝土在凝結(jié)之前，表面因水分蒸發(fā)較快而產(chǎn)生的收縮。塑性收縮裂縫一般會(huì)在干熱或者大風(fēng)天氣出現(xiàn)，裂縫多呈現(xiàn)形狀為中間寬、兩端細(xì)且長(zhǎng)短不一，互不連貫狀態(tài)。較短的裂縫一般長(zhǎng)20-30cm，較長(zhǎng)的裂縫可以達(dá)到2-3m，寬1-5mm.其產(chǎn)生的主要原因是：混凝土在終凝前幾乎沒(méi)有強(qiáng)度或強(qiáng)度很小，或者混凝土剛剛終凝而強(qiáng)度很小時(shí)，受高溫或較大風(fēng)力的影響，混凝土表面

12、水分蒸發(fā)過(guò)快，造成混凝土毛細(xì)管中產(chǎn)生較大的負(fù)壓力從而使混凝土體積急劇收縮，而此時(shí)混凝土的強(qiáng)度又無(wú)法抵抗其本身收縮，因此產(chǎn)生龜裂。影響混凝土塑性收縮開(kāi)裂的主要因素有水灰比、混凝土的凝結(jié)時(shí)間、環(huán)境溫度、風(fēng)速、相對(duì)濕度等等。</p><p>　　主要預(yù)防措施：一是選用干縮值較小早期強(qiáng)度較高的硅酸鹽或普通硅酸鹽水泥。二是嚴(yán)格控制水灰比，摻入高效減水劑來(lái)增加混凝土的坍落度與和易性，減少水泥及水的用量。三是澆筑混凝土之前，將

13、基層和模板澆水均勻直至濕透。四是及時(shí)覆蓋塑料薄膜或者潮濕的草墊、麻片等，保持混凝土終凝前表面濕潤(rùn)，或者在混凝土表面噴灑養(yǎng)護(hù)劑等進(jìn)行養(yǎng)護(hù)。五是在高溫和大風(fēng)天氣要設(shè)置遮陽(yáng)和擋風(fēng)設(shè)施，并及時(shí)進(jìn)行養(yǎng)護(hù)。</p><p>　　2.3沉陷裂縫及預(yù)防</p><p>　　沉陷裂縫的產(chǎn)生是由于結(jié)構(gòu)地基土質(zhì)不均勻、松軟、回填土不實(shí)或浸水而造成不均勻沉降所致；或者因?yàn)槟０鍎偠炔蛔?，模板支撐間距過(guò)大或支撐底部松

14、動(dòng)等導(dǎo)致，特別是在冬季，模板支撐在凍土上，凍土化凍后產(chǎn)生不均勻沉降，致使混凝土結(jié)構(gòu)產(chǎn)生裂縫。此類裂縫多為深進(jìn)或貫穿性裂縫，其走向與沉陷情況有關(guān)，一般沿與地面垂直或呈30°-45°角方向發(fā)展，較大的沉陷裂縫，往往有一定的錯(cuò)位，裂縫寬度往往與沉降量成正比關(guān)系。裂縫寬度受溫度變化的影響較小。地基變形穩(wěn)定之后，沉陷裂縫也基本趨于穩(wěn)定。</p><p>　　主要預(yù)防措施：一是對(duì)松軟土、回填土地基在上部結(jié)

15、構(gòu)施工前應(yīng)進(jìn)行必要的夯實(shí)和加固。二是保證模板有足夠的強(qiáng)度和剛度，且支撐牢固，并使地基受力均勻。三是防止混凝土澆灌過(guò)程中地基被水浸泡。四是模板拆除的時(shí)間不能太早，且要注意拆模的先后次序。五是在凍土上搭設(shè)模板時(shí)要注意采取一定的預(yù)防措施。</p><p>　　2.4 溫度裂縫及預(yù)防</p><p>　　溫度裂縫多發(fā)生在大體積混凝土表面或溫差變化較大地區(qū)的混凝土結(jié)構(gòu)中?；炷翝仓院?，在硬化的過(guò)程

16、中，水泥水化所產(chǎn)生大量的水化熱，（當(dāng)水泥用量在350-550 kg/m3，每立方米混凝土將釋放出17500-27500kJ的熱量，從而使混凝土內(nèi)部溫度升達(dá)70℃左右甚至更高）。由于混凝土的體積較大，大量的水化熱聚積在混凝土內(nèi)部而不易散發(fā)出來(lái)，導(dǎo)致混凝土內(nèi)部溫度急劇上升，而混凝土表面散熱較快，這樣就形成內(nèi)外的較大溫差，較大的溫差造成內(nèi)部與外部熱脹冷縮的程度不同，使混凝土表面產(chǎn)生一定的拉應(yīng)力。當(dāng)拉應(yīng)力超過(guò)混凝土的抗拉強(qiáng)度極限時(shí)，混凝土表面就

17、會(huì)產(chǎn)生裂縫，這種裂縫多發(fā)生在混凝土施工中后期。在混凝土的施工中當(dāng)溫差變化較大，或者是混凝土受到寒潮的襲擊等，會(huì)導(dǎo)致混凝土表面溫度急劇下降，而產(chǎn)生收縮，表面收縮的混凝土受內(nèi)部混凝土的約束，將產(chǎn)生很大的拉應(yīng)力而產(chǎn)生裂縫，這種裂縫通常只在混凝土表面較淺的范圍內(nèi)產(chǎn)生。</p><p>　　溫度裂縫的走向通常無(wú)一定規(guī)律，大面積結(jié)構(gòu)裂縫?？v橫交錯(cuò)；梁板類長(zhǎng)度尺寸較大的結(jié)構(gòu)，裂縫多平行于短邊；深入和貫穿性的溫度裂縫一般與短邊方

18、向平行或接近平行，裂縫沿著長(zhǎng)邊分段出現(xiàn)，中間較密。裂縫寬度大小不一，受溫度變化影響較為明顯，冬季較寬，夏季較窄。高溫膨脹引起的混凝土溫度裂縫是通常中間粗兩端細(xì)，而冷縮裂縫的粗細(xì)變化不太明顯。此種裂縫的出現(xiàn)會(huì)引起鋼筋的銹蝕，混凝土的碳化，降低混凝土的抗凍融、抗疲勞及抗?jié)B能力等。</p><p>　　主要預(yù)防措施：一是盡量選用低熱或中熱水泥，如礦渣水泥、粉煤灰水泥等。二是減少水泥用量，將水泥用量盡量控制在450kg/

19、m3以下。三是降低水灰比，一般混凝土的水灰比控制在0.6以下。四是改善骨料級(jí)配，摻加粉煤灰或高效減水劑等來(lái)減少水泥用量，降低水化熱。五是改善混凝土的攪拌加工工藝，降低混凝土的澆筑溫度。六是在混凝土中摻加一定量的具有減水、增塑、緩凝等作用的外加劑，改善混凝土拌合物的流動(dòng)性、保水性，降低水化熱，推遲熱峰的出現(xiàn)時(shí)間。七是高溫季節(jié)澆筑時(shí)可以采用搭設(shè)遮陽(yáng)板等輔助措施控制混凝土的溫升，降低澆筑混凝土的溫度。八是大體積混凝土的溫度應(yīng)力與結(jié)構(gòu)尺寸相關(guān)，

20、混凝土結(jié)構(gòu)尺寸越大，溫度應(yīng)力越大，因此要合理安排施工工序，分層、分塊澆筑，以利于散熱，減小約束。九是在大體積混凝土內(nèi)部設(shè)置冷卻管道，通冷水或者冷氣冷卻，減小混凝土的內(nèi)外溫差。十是加強(qiáng)混凝土溫度的監(jiān)控，及時(shí)采取冷卻、保護(hù)措施。十一是預(yù)留溫度收縮縫。十二是減小約束，澆筑混凝土前宜在基巖和老混凝土上鋪設(shè)5mm左右的砂墊層或使用瀝青等材料涂刷。十三是加強(qiáng)混凝土養(yǎng)護(hù)，混凝土澆筑后，及時(shí)用濕潤(rùn)的草簾、麻片等覆蓋，并注意灑水養(yǎng)護(hù)，適當(dāng)延長(zhǎng)養(yǎng)護(hù)時(shí)間，保

21、證</p><p>　　2.5化學(xué)反應(yīng)引起的裂縫及預(yù)防</p><p>　　堿骨料反應(yīng)裂縫和鋼筋銹蝕引起的裂縫是鋼筋混凝土結(jié)構(gòu)中最常見(jiàn)的由于化學(xué)反應(yīng)而引起的裂縫。</p><p>　　混凝土拌和后會(huì)產(chǎn)生一些堿性離子，這些離子與某些活性骨料產(chǎn)生化學(xué)反應(yīng)并吸收周圍環(huán)境中的水而體積增大，造成混凝土酥松、膨脹開(kāi)裂。這種裂縫一般出現(xiàn)中混凝土結(jié)構(gòu)使用期間，一旦出現(xiàn)很難補(bǔ)救，因此

22、應(yīng)在施工中采取有效措施進(jìn)行預(yù)防。主要的預(yù)防措施：一是選用堿活性小的砂石骨料。二是選用低堿水泥和低堿或無(wú)堿的外加劑。三是選用合適的摻和料抑制堿骨料反應(yīng)。</p><p>　　由于混凝土澆筑、振搗不良或者是鋼筋保護(hù)層較薄，有害物質(zhì)進(jìn)入混凝土使鋼筋產(chǎn)生銹蝕，銹蝕的鋼筋體積膨脹，導(dǎo)致混凝土脹裂，此種類型的裂縫多為縱向裂縫，沿鋼筋的位置出現(xiàn)。通常的預(yù)防措施有：一是保證鋼筋保護(hù)層的厚度。二是混凝土級(jí)配要良好。三是混凝土澆注要

23、振搗密實(shí)。四是鋼筋表層涂刷防腐涂料。</p><p>　　Building constructing concrete crack of prevention and processing</p><p>　　Abstract：The crack problem of concrete is a widespread existence but again difficult in sol

24、ve of engineering actual problem, this text carried on a study analysis to a little bit familiar crack problem in the concrete engineering, and aim at concrete the circumstance put forward some prevention, processing mea

25、sure. </p><p>　　Key word: Concrete crack prevention processing</p><p><b>　　Foreword</b></p><p>　　Concretes is a kind of anticipate by the freestone bone, cement, water a

26、nd other mixture but formation of the in addition material of quality brittleness not and all material. Because the concrete construction transform with oneself, control etc. a series problem, harden model of in the conc

27、rete existence numerous tiny hole, spirit cave and tiny crack, is exactly because these beginning start blemish of existence just make the concrete present one some not and all the characteristic of quality. </p>

28、<p>　　Concrete building and Gou piece usually all take sewer to make of, because of crack of existence and development usually make inner part of reinforcing bar etc. material creation decay, lower reinforced concre

29、te material of loading ability, durable and anti- Shen ability, influence building of external appearance, service life, severity will threat arrive people's life and property safety. A lot of all of crash of enginee

30、rings is because of the unsteady development of the crack with the result t</p><p>　　Concrete crack creation of the reason be a lot of and have already transformed to cause of crack:Such as temperature varie

31、ty, constringency, inflation, the asymmetry sink to sink etc. reason cause of crack;Have outside carry the crack that the function cause;Protected environment not appropriate the crack etc. caused with chemical effect.Wa

32、nt differentiation to treat in the actual engineering, work°out a problem according to the actual circumstance.</p><p>　　2 In the concrete engineering the familiar crack and the prevention</p>&

33、lt;p>　　2.1 Stem Suo crack and prevention</p><p>　　Stem the Suo crack much appear after the concrete protect be over of a period of time or concrete sprinkle to build to complete behind of around a week.In

34、 the cement syrup humidity of evaporate would creation stem Suo, and this kind of constringency is can't negative.Stem Suo crack of the creation be main is because of concrete inside outside humidity evaporate degree

35、 dissimilarity but cause to transform dissimilarity of result:The concrete is subjected to exterior condition of influence, surfac</p><p>　　Main prevention measure: While being to choose to use the constring

36、ency quantity smaller cement, general low hot water mire and powder ash from stove cement in the adoption, lower the dosage of cement. Two is a concrete of stem the Suo be subjected to water ash ratio of influence more b

37、ig, water ash ratio more big, stem Suo more big, so in the concrete match the ratio the design should as far as possible control good water ash ratio of choose to use, the Chan add in the meantime accommodation of</p&

38、gt;<p>　　2.2 The Su constringency crack and prevention</p><p>　　Su constringency is the concrete is before condense, surface because of lose water quicker but creation of constringency. The Su constri

39、ngency crack is general at dry heat or strong wind the weather appear, crack's much presenting in the center breadth, both ends be in the centerthin and the length be different, with each other not coherent appearanc

40、e.Shorter crack general long 20-30 cm, the longer crack can reach to a 2-3 m, breadth 1-5 mm.It creation of main reason is:The concrete is eventuall</p><p>　　Main prevention measure:One is choose to use stem

41、 the Suo value smaller higher Huo sour salt of the earlier period strength or common the Huo sour brine mire.Two is strict the control water ash ratio, the Chan add to efficiently reduce water to increment the collapse o

42、f concrete fall a degree and with easy, decrease cement and water of dosage.Three is to sprinkle before building concrete, water basic level and template even to soak through.Four is in time to overlay the perhaps damp g

43、rass mat of</p><p>　　2.3 Sink to sink crack and prevention</p><p>　　The creation which sink to sink crack is because of the structure foundation soil quality not and evenly, loose soft or return

44、 to fill soil dishonest or soak in water but result in the asymmetry sink to decline with the result that;Perhaps because of template just degree shortage, the template propped up to once be apart from big or prop up bot

45、tom loose move etc. to cause, especially at winter, the template prop up at jelly soil up, jelly the soil turn jelly empress creation asymmetry to sink to</p><p>　　Main prevention measure:One is rightness lo

46、ose soft soil, return to fill soil foundation a construction at the upper part structure front should carry on necessity of Hang solid with reinforce.Two is the strength that assurance template is enough and just degree,

47、 and prop up firm, and make the foundation be subjected to dint even.Three is keep concrete from sprinkle infusing the foundation in the process is soak by water.Four is time that template tore down to can't be too e

48、arly, and want to not</p><p>　　2.4 Temperature crack and prevention</p><p>　　Temperature crack much the occurrence is in big surface or difference in temperature variety of the physical volume c

49、oncrete compare the earth area of the concrete structure. Concrete after sprinkling to build, in the hardening the process, cement water turn a creation a great deal of of water turn hot, .(be the cement dosage is in the

50、 350-550 kg/m 3, each sign square the rice concrete will release a calories of 17500-27500 kJ and make concrete internal thus the temperature rise to reach to 70 ℃</p><p>　　The alignment of the temperature c

51、rack usually none settle regulation, big area structure the crack often maneuver interleave;The size bigger structure of the beam plank length, the crack run parallel with short side more;Thorough with pierce through sex

52、 of temperature crack general and short side direction parallelism or close parallelism, crack along long side cent the segment appear, in the center more airtight.Crack width the size be different, be subjected to tempe

53、rature variety influence m</p><p>　　Main prevention measure:One is as far as possible choose to use low hot or medium hot water mire, like mineral residue cement, powder ash from stove cement...etc..Two is a

54、 decrease cement dosage, cement dosage as far as possible the control is in the 450 kg/m 3 following.Three is to lower water ash ratio, water ash of the general concrete ratio control below 0.6.Four is improvement the bo

55、ne anticipate class to go together with, the Chan add powder ash from stove or efficiently reduce water etc. </p><p>　　2.5 Crack and prevention that the chemical reaction cause</p><p>　　Alkali b

56、one's anticipating the crack that reaction crack and reinforcing bar rust eclipse cause is the most familiar in the reinforced concrete structure of because of chemical reaction but cause of crack.</p><p&g

57、t;　　The concrete blend a future reunion creation some alkalescence ion, these ion with some activity the bone anticipate creation chemical reaction and absorb surroundings environment in of water but the physical volume

58、enlarge, make concrete crisp loose, inflation open crack. In this kind of crack general emergence concrete structure usage period, once appear very difficult remediable, so should at under construction adopt valid the me

59、asure carry on prevention. Main of prevention measure: While bei</p><p>　　Because the concrete sprinkle to build, flap Dao bad perhaps is a reinforcing bar protection layer thinner, the harmful material get

60、into concrete to make reinforcing bar creation rust eclipse, the reinforcing bar physical volume of the rust eclipse inflation, cause concrete bulge crack, the crack of this kind type much is a crack lengthways, follow t

61、he position of reinforcing bar appear.Usually of prevent measure from have:One is assurance reinforcing bar protection the thickness of the layer.T</p><p>　　3 Crack processing</p><p>　　The emer

62、gence of the crack not only would influence structure of whole with just degree, return will cause the rust eclipse of reinforcing bar, acceleration concrete of carbonization, lower durable and anti- of concrete tired, a

63、nti- Shen ability.Therefore according to the property of crack and concrete circumstance we want differentiation to treat, in time processing, with assurance building of safety usage.</p><p>　　The repair mea

64、sure of the concrete crack is main to have the following some method:Surface repair method, infuse syrup, the Qian sew method, the structure reinforce a method, concrete displacement method, electricity chemistry protect

65、ion method and imitate to living from heal method.</p><p>　　Surface repair the method be a kind of simple, familiar of repair method, it main be applicable to stability and to structure loading the ability d

66、on't have the surface crack of influence and deep enter crack of processing.The processing measure that is usually is a surface in crack daubery cement syrup, the wreath oxygen gum mire or at concrete surface Tu2 Shu

67、a paint, asphalt etc. antisepsis material, at protection of in the meantime for keeping concrete from continue under the influence of var</p><p>　　3.1 Infuse syrup, the Qian sew method</p><p>　　

68、Infuse a syrup method main the concrete crack been applicable to have influence or have already defend Shen request to the structure whole of repair, it is make use of pressure equipments gum knot the material press into

69、 the crack of concrete, gum knot the material harden behind and concrete formation one be whole, thus reinforce of purpose.The in common use gum knot material has the cement the syrup, epoxy, A Ji C Xi sour ester and gat

70、her ammonia ester to equalize to learn material.</p><p>　　The Qian sew a method is that the crack be a kind of most in common use method in, it usually is follow the crack dig slot, the Qian fill Su in the s

71、lot or rigid water material with attain closing crack of purpose.The in common use Su material has PVC gum mire, plastics ointment, the D Ji rubber etc.;In common use rigid water material is the polymer cement sand syrup

72、.</p><p>　　3.2 The structure reinforce a method</p><p>　　When the crack influence arrive concrete structure of function, will consideration adopt to reinforce a method to carry on processing to

73、the concrete structure.The structure reinforce medium in common use main have the following a few method:The piece of enlargement concrete structure in every aspect accumulate, outside the Cape department of the Gou piec

74、e pack type steel, adoption prepare should the dint method reinforce, glue to stick steel plate to reinforce, increase to establish fulcrum to </p><p>　　3.3 Concrete displacement method</p><p>　

75、　Concrete displacement method is processing severity damage concrete of a kind of valid method, this method be first will damage of the concrete pick and get rid of, then again displacement go into new of concrete or oth

76、er material.The in common use displacement material have:Common concrete or the cement sand syrup, polymer or change sex polymer concrete or sand syrup.</p><p>　　3.4 The electricity chemistry protection meth

77、od</p><p>　　The electricity chemistry antisepsis is to make use of infliction electric field in lie the quality of electricity chemical effect, change concrete or reinforced concrete the environment appearan

78、ce of the place, the bluntness turn reinforcing bar to attain the purpose of antisepsis.Cathode protection method, chlorine salt's withdrawing a method, alkalescence to recover a method is a chemistry protection meth

79、od in three kinds of in common use but valid method.The advantage of this kind of method </p><p>　　3.5 Imitate to living from legal more</p><p>　　Imitate to living from heal the method be a kind

80、 of new crack treatment, its mimicry living creature organization secrete a certain material towards suffering wound part auto, but make the wound part heal of function, join some and special composition(such as contain

81、to glue knot of the liquid Xin fiber or capsule) in the concrete of the tradition the composition, at concrete inner part formation the intelligence type imitate to living from heal nerve network system, be the concrete

82、appear crack</p><p>　　4 Conclusion</p><p>　　The crack is widespread in the concrete structure existence of a kind of phenomenon, it of emergence not only will lower the anti- Shen of building a

83、bility, influence building of usage function, and will cause the rust eclipse of reinforcing bar, the carbonization of concrete, lower the durable of material, influence building of loading ability, so want to carry on t