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水泥砖墙体裂缝原因
一、混凝土小型空心砌块裂缝产生的原因
Reasons for cracks in small concrete hollow blocks.
（一）混凝土小型空心砌块裂缝主要表现有：
(1) cracks in small concrete hollow block mainly include:
1、墙体与框架柱、梁间的裂缝；
1, the cracks between the wall and the frame column and beam.
2、砌块间产生的垂直裂缝；
2. The vertical cracks between the blocks;
3、墙体产生的深度斜裂缝；
3. The deep slanting cracks produced by the wall;
4、小范围产生的不规则的裂缝；
4. The irregular cracks produced in a small range;
5、门窗洞口拐角处的斜裂缝。
5, the slanting cracks at the corner of the door and the door of the door and window.
（二）混凝土小型空心砌块裂缝产生的原因分以下三点：
(two) the causes of cracks in small concrete hollow blocks are divided into three points.
1、 材料本身的原因
1, the cause of the material itself
（1）混凝土砌块的质量：混凝土的收缩与所使用的材料、配合比、生产环境、养护环境、龄期、外加剂以及构件的形状的尺寸等有关。其中，龄期的影响最大，龄期越长，收缩变形越缓慢。实践证明，在龄期一个月时，其收缩变形可完成最终收缩变形的50%～60%，因此，规范明确规定“施工时所用的小砌块的产品龄期不应小于28d”。由于目前建设规模大，工期短，任务急，对砌块的需求量大，而砌块生产企业规模相对较小，管理不够健全，这就导致不足龄期的砌块即出厂使用到工程上。这些不足龄期的砌块砌筑的墙体会发生很大的干缩变形，即在相同温差条件下，混凝土空心砌块的变形要比粘土砖大两倍。再之，由于砌块的龄期短，强度低，在装卸和运输过程中很容易导致砌块缺棱角、裂缝甚至断裂，从而给砌体结构留下质量隐患，导致裂缝的产生。配合比对砌块的质量也有相当的影响，尤其对砌块的强度越低和收缩变形影响较大，水灰比越大，砌块的强度越低，收缩变形越大，砌体受温度变化的变形也就越大，墙体就越容易开裂。
(1) the quality of concrete block: the shrinkage of concrete is related to the material used, the mix ratio, the production environment, the maintenance environment, the age, the admixture and the size of the shape of the components. The influence of age is the largest and the longer the age is, the slower the shrinkage deformation is. It is proved by practice that the shrinkage deformation can complete 50% to 60% of the final contraction deformation at one month of age. Therefore, the specification clearly stipulates that the age of the small block used for construction should not be less than 28d. As the construction scale is large, the time limit is short, the task is urgent, the demand for the block is large, but the size of the block production enterprise is relatively small and the management is not perfect. This leads to the use of the block that is less than the age of the age. The wall of these insufficiently aged block masonry will be greatly deformed, that is, under the same temperature difference, the deformation of concrete hollow block is two times larger than that of clay brick. In addition, because the age of the block is short and the strength is low, it is easy to cause the block angle, crack and even fracture in the process of loading and unloading and transportation, which will leave the hidden quality of the masonry structure and cause the crack. It has a considerable influence on the quality of the block, especially the lower the strength of the block and the shrinkage deformation, the greater the water cement ratio, the lower the strength of the block, the greater the shrinkage deformation, the greater the deformation of the masonry, and the more easy the wall is to crack.
（2）砌筑砂浆的质量：砌筑一面合格的墙体需要有合格的砌筑砂浆，砂浆的标号、和易性都会对墙体的质量产生较大的影响，标号低、和易性差的砂浆将会降低墙体的整体性能，削弱墙体的抗剪、拉和变形的能力，从而产生裂缝。混凝土空心砌块填充墙的砌筑砂浆强度等级一般为M5.
(2) the quality of masonry mortar: building a qualified wall masonry needs to have qualified masonry mortar. The mark and ease of the mortar will have a great influence on the quality of the wall. The low marking and poor workability of mortar will reduce the overall performance of the wall and weaken the shear, pull and deformation capacity of the wall, thereby cracking the wall. Joint. The strength grade of masonry mortar for concrete hollow block infill wall is generally M5..
2、施工方面的原因工程技术员认为由于施工操作不当而导致的裂缝是墙面开裂的主要原因之一。
2, construction reasons. Engineering technicians believe that cracks caused by improper construction operations are one of the main reasons for wall cracking.
（1）砌筑砂浆不饱满、不密实、通缝、瞎缝，是导致墙体裂缝的重要诱因。
(1) masonry mortar is not full, not dense, through joints and blind joints. It is an important inducement for wall cracks.
（2）忽视构造要求，未能按照规定采取抗裂措施。
(2) ignoring structural requirements and failing to take crack resistance measures according to the regulations.
设计人员在设计的时候总会采取一些构造措施，以避免裂缝的产生。比如，在墙体与混凝土柱之间设置拉结钢筋，在墙体与柱、梁交接处设置钢丝网片。由于施工管理不到位，加之工人的马虎施工，或者不按规定施工，应该按照规定设置的拉结钢筋和钢丝网片有的没有设置，有的虽然设置了，却没有按规定的间距或长度设置，有的间距和长度都按规定设置了，但没有设置弯钩，也有的一切都按规定设置了，但拉结钢筋与柱和墙体的锚固不牢，从而失去了锚固的作用等等。
When designing, designers always take some structural measures to avoid cracks. For example, a tie bar is set between the wall and the concrete column, and a wire mesh piece is arranged at the junction of the wall and the column and beam. Because the construction management is not in place, in addition to the worker's careless construction, or not according to the prescribed construction, it should be set up in accordance with the provisions of the steel bar and steel wire mesh, some have not been set up, but have not been set according to the prescribed distance or length, some spacing and length are set according to the regulations, but no bending hook is set. All of them are set up according to the regulations, but Rachel reinforcement is not anchored with columns and walls, so the anchoring effect is lost.
Reasons for cracks in small concrete hollow blocks.
（一）混凝土小型空心砌块裂缝主要表现有：
(1) cracks in small concrete hollow block mainly include:
1、墙体与框架柱、梁间的裂缝；
1, the cracks between the wall and the frame column and beam.
2、砌块间产生的垂直裂缝；
2. The vertical cracks between the blocks;
3、墙体产生的深度斜裂缝；
3. The deep slanting cracks produced by the wall;
4、小范围产生的不规则的裂缝；
4. The irregular cracks produced in a small range;
5、门窗洞口拐角处的斜裂缝。
5, the slanting cracks at the corner of the door and the door of the door and window.
（二）混凝土小型空心砌块裂缝产生的原因分以下三点：
(two) the causes of cracks in small concrete hollow blocks are divided into three points.
1、 材料本身的原因
1, the cause of the material itself
（1）混凝土砌块的质量：混凝土的收缩与所使用的材料、配合比、生产环境、养护环境、龄期、外加剂以及构件的形状的尺寸等有关。其中，龄期的影响最大，龄期越长，收缩变形越缓慢。实践证明，在龄期一个月时，其收缩变形可完成最终收缩变形的50%～60%，因此，规范明确规定“施工时所用的小砌块的产品龄期不应小于28d”。由于目前建设规模大，工期短，任务急，对砌块的需求量大，而砌块生产企业规模相对较小，管理不够健全，这就导致不足龄期的砌块即出厂使用到工程上。这些不足龄期的砌块砌筑的墙体会发生很大的干缩变形，即在相同温差条件下，混凝土空心砌块的变形要比粘土砖大两倍。再之，由于砌块的龄期短，强度低，在装卸和运输过程中很容易导致砌块缺棱角、裂缝甚至断裂，从而给砌体结构留下质量隐患，导致裂缝的产生。配合比对砌块的质量也有相当的影响，尤其对砌块的强度越低和收缩变形影响较大，水灰比越大，砌块的强度越低，收缩变形越大，砌体受温度变化的变形也就越大，墙体就越容易开裂。
(1) the quality of concrete block: the shrinkage of concrete is related to the material used, the mix ratio, the production environment, the maintenance environment, the age, the admixture and the size of the shape of the components. The influence of age is the largest and the longer the age is, the slower the shrinkage deformation is. It is proved by practice that the shrinkage deformation can complete 50% to 60% of the final contraction deformation at one month of age. Therefore, the specification clearly stipulates that the age of the small block used for construction should not be less than 28d. As the construction scale is large, the time limit is short, the task is urgent, the demand for the block is large, but the size of the block production enterprise is relatively small and the management is not perfect. This leads to the use of the block that is less than the age of the age. The wall of these insufficiently aged block masonry will be greatly deformed, that is, under the same temperature difference, the deformation of concrete hollow block is two times larger than that of clay brick. In addition, because the age of the block is short and the strength is low, it is easy to cause the block angle, crack and even fracture in the process of loading and unloading and transportation, which will leave the hidden quality of the masonry structure and cause the crack. It has a considerable influence on the quality of the block, especially the lower the strength of the block and the shrinkage deformation, the greater the water cement ratio, the lower the strength of the block, the greater the shrinkage deformation, the greater the deformation of the masonry, and the more easy the wall is to crack.
（2）砌筑砂浆的质量：砌筑一面合格的墙体需要有合格的砌筑砂浆，砂浆的标号、和易性都会对墙体的质量产生较大的影响，标号低、和易性差的砂浆将会降低墙体的整体性能，削弱墙体的抗剪、拉和变形的能力，从而产生裂缝。混凝土空心砌块填充墙的砌筑砂浆强度等级一般为M5.
(2) the quality of masonry mortar: building a qualified wall masonry needs to have qualified masonry mortar. The mark and ease of the mortar will have a great influence on the quality of the wall. The low marking and poor workability of mortar will reduce the overall performance of the wall and weaken the shear, pull and deformation capacity of the wall, thereby cracking the wall. Joint. The strength grade of masonry mortar for concrete hollow block infill wall is generally M5..
2、施工方面的原因工程技术员认为由于施工操作不当而导致的裂缝是墙面开裂的主要原因之一。
2, construction reasons. Engineering technicians believe that cracks caused by improper construction operations are one of the main reasons for wall cracking.
（1）砌筑砂浆不饱满、不密实、通缝、瞎缝，是导致墙体裂缝的重要诱因。
(1) masonry mortar is not full, not dense, through joints and blind joints. It is an important inducement for wall cracks.
（2）忽视构造要求，未能按照规定采取抗裂措施。
(2) ignoring structural requirements and failing to take crack resistance measures according to the regulations.
设计人员在设计的时候总会采取一些构造措施，以避免裂缝的产生。比如，在墙体与混凝土柱之间设置拉结钢筋，在墙体与柱、梁交接处设置钢丝网片。由于施工管理不到位，加之工人的马虎施工，或者不按规定施工，应该按照规定设置的拉结钢筋和钢丝网片有的没有设置，有的虽然设置了，却没有按规定的间距或长度设置，有的间距和长度都按规定设置了，但没有设置弯钩，也有的一切都按规定设置了，但拉结钢筋与柱和墙体的锚固不牢，从而失去了锚固的作用等等。
When designing, designers always take some structural measures to avoid cracks. For example, a tie bar is set between the wall and the concrete column, and a wire mesh piece is arranged at the junction of the wall and the column and beam. Because the construction management is not in place, in addition to the worker's careless construction, or not according to the prescribed construction, it should be set up in accordance with the provisions of the steel bar and steel wire mesh, some have not been set up, but have not been set according to the prescribed distance or length, some spacing and length are set according to the regulations, but no bending hook is set. All of them are set up according to the regulations, but Rachel reinforcement is not anchored with columns and walls, so the anchoring effect is lost.
