CN104405061A - Masonry structure with plant stems and manufacturing method thereof - Google Patents
Masonry structure with plant stems and manufacturing method thereof Download PDFInfo
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 9
- 241000196324 Embryophyta Species 0.000 claims abstract description 135
- 210000002435 tendon Anatomy 0.000 claims abstract description 84
- 230000002787 reinforcement Effects 0.000 claims abstract description 61
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 37
- 239000010959 steel Substances 0.000 claims abstract description 37
- 239000010902 straw Substances 0.000 claims abstract description 31
- 229920000742 Cotton Polymers 0.000 claims abstract description 16
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 10
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 10
- 241001330002 Bambuseae Species 0.000 claims abstract description 10
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 10
- 239000011425 bamboo Substances 0.000 claims abstract description 10
- 239000004567 concrete Substances 0.000 claims abstract description 10
- 238000010276 construction Methods 0.000 claims abstract description 9
- 239000004570 mortar (masonry) Substances 0.000 claims description 30
- 238000009415 formwork Methods 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 9
- 244000025254 Cannabis sativa Species 0.000 claims description 6
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 claims description 6
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 claims description 6
- 235000009120 camo Nutrition 0.000 claims description 6
- 235000005607 chanvre indien Nutrition 0.000 claims description 6
- 239000011487 hemp Substances 0.000 claims description 6
- 238000005265 energy consumption Methods 0.000 abstract description 8
- 238000003915 air pollution Methods 0.000 abstract description 6
- 238000005457 optimization Methods 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 238000009418 renovation Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 239000006227 byproduct Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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Abstract
本发明涉及建筑结构技术领域，是一种配植物筋的砌体结构及其制作方法；该配植物筋的砌体结构包括砌块、地圈梁、左构造柱、右构造柱和顶圈梁。本发明配植物筋的砌体结构较现有技术不配筋墙体的刚度、承载力、延性和耗能性都有很大程度提高，保证了墙体所需的承载力、耐久性、延性、刚度和耗能性，提高了整体的抗震性能；本发明配植物筋的砌体结构的综合造价较现有技术全配筋墙体、砖混结构、框架结构和钢结构都低；同时，本发明中的植物筋为棉花秸秆或树枝或竹子或农作物秸秆，从而减少了因焚烧秸秆而产生的大气污染，充分利用当地所能利用的秸秆，大大提高了秸秆的利用率，降低了农民的建房成本。
The invention relates to the technical field of building structures, and relates to a masonry structure with plant reinforcements and a manufacturing method thereof; the masonry structure with plant reinforcements includes blocks, ground ring beams, left structural columns, right structural columns and top ring beams . The masonry structure with plant reinforcements in the present invention has greatly improved rigidity, bearing capacity, ductility and energy consumption compared with the existing wall without reinforcement, ensuring the required bearing capacity, durability, ductility, Rigidity and energy consumption have improved the overall seismic performance; the comprehensive cost of the masonry structure with plant reinforcement in the present invention is lower than that of the prior art fully reinforced wall, brick-concrete structure, frame structure and steel structure; at the same time, the present invention The plant tendons in the invention are cotton stalks or branches or bamboo or crop stalks, thereby reducing air pollution caused by burning straws, making full use of locally available straws, greatly improving the utilization rate of straws, and reducing construction costs for farmers. Housing costs.
Description
技术领域 technical field
本发明涉及建筑结构技术领域，是一种配植物筋的砌体结构及其制作方法。The invention relates to the technical field of building structures, and relates to a masonry structure equipped with plant bars and a manufacturing method thereof.
背景技术 Background technique
砌体结构在我国应用有悠久的历史，早在两千多年前我国就有“秦砖汉瓦”之说，经过几千年的发展砌体结构在我国得到广泛的应用，特别是在农村地区更能看到形式不一的砌体结构。随着现代技术的进步，各种辅助材料被引入到砌体结构，特别是钢筋的引入更增加了砌体结构力学性能以及抗震性能。尽管这种配筋砌体进入我国比较晚，但是在我国发达一些地区得到了很快的推广，逐渐形成了：网状配筋砌体、配筋组合砖砌体和配筋混凝土砌块砌体，保证墙体的质量并形成一系列国家砌体规范。但是在一些偏远的农村地区，还是用传统的砌体结构，对农民而言这种配筋砌体结构造价比较高，随着生活水平提高村镇住宅建筑的翻新也比较快，在碰到国家一些好的政策，住宅建筑的翻新更快，并造成一定资源的浪费，特别是钢材的浪费；配筋砌体中钢筋也容易锈蚀，特别是在被污染和潮湿环境的地方，钢筋锈蚀已经成为一个棘手问题，并且造成一定污染，如果因为钢筋锈蚀问题而造成砌体结构的二次加固，更增加用户的经济负担。The application of masonry structure in our country has a long history. As early as more than two thousand years ago, my country had the theory of "Qin bricks and Han tiles". After thousands of years of development, masonry structure has been widely used in our country, especially in rural areas. Different forms of masonry structures can be seen more in the area. With the advancement of modern technology, various auxiliary materials have been introduced into masonry structures, especially the introduction of steel bars has increased the mechanical properties and seismic performance of masonry structures. Although this kind of reinforced masonry entered our country relatively late, it has been quickly promoted in some developed areas of our country, and gradually formed: reticulated reinforced masonry, reinforced composite brick masonry and reinforced concrete block masonry , to ensure the quality of the wall and form a series of national masonry codes. However, in some remote rural areas, the traditional masonry structure is still used. For farmers, this kind of reinforced masonry structure is relatively expensive. With the improvement of living standards, the renovation of residential buildings in villages and towns is also relatively fast. In some countries Good policy, the renovation of residential buildings is faster, and causes a waste of resources, especially the waste of steel; steel bars in reinforced masonry are also prone to corrosion, especially in places that are polluted and humid environments, steel bar corrosion has become a It is a difficult problem and causes some pollution. If the secondary reinforcement of the masonry structure is caused by the corrosion of steel bars, it will increase the economic burden of users.
我国是一个农业大国，近年来随着粮食产量剧增, 秸秆产量也迅速增加。据估算, 全国农作物副产物秸秆每年有6亿吨左右, 其中可收集利用的在4.8亿吨以上。而目前国内对秸秆的开发利用率还很低, 大量秸秆在田间焚烧, 造成严重的大气污染, 破坏生态环境, 而且浪费了宝贵的可再生资源。新疆作为我国棉花生产主要基地，每年产生大量棉花秸秆；2007年，新疆棉花种植面积2570万亩，棉花产量为270万吨，棉花秸秆产量为1000余万吨；合理有效地将这些棉花秸秆开发利用成可再生能源，对发展新疆农村经济，促进当地经济发展，加快新疆社会主义新农村建设将起到积极的推动作用；农作物秸秆作为工业原料在国内的开发利用起步较晚, 但由于秸秆来源丰富、价格低廉, 经济效益显著, 已逐步成为极具潜力的发展领域。 my country is a large agricultural country. In recent years, with the sharp increase of grain production, straw production has also increased rapidly. It is estimated that there are about 600 million tons of straw by-products in the country every year, of which more than 480 million tons can be collected and utilized. At present, the development and utilization rate of straw in China is still very low, and a large amount of straw is burned in the field, causing serious air pollution, destroying the ecological environment, and wasting valuable renewable resources. As the main base of cotton production in my country, Xinjiang produces a large amount of cotton straw every year; in 2007, the cotton planting area in Xinjiang was 25.7 million mu, the cotton output was 2.7 million tons, and the cotton straw output was more than 10 million tons; rationally and effectively develop and utilize these cotton straws Renewable energy will play a positive role in promoting the development of rural economy in Xinjiang, promoting local economic development, and accelerating the construction of a new socialist countryside in Xinjiang; the development and utilization of crop straw as industrial raw materials started relatively late in China, but due to the rich source of straw , low price, and remarkable economic benefits, it has gradually become a development field with great potential. the
砌块墙在地震作用下的破坏是典型的剪切型破坏；配置水平钢筋网片对砌块墙的抗剪能力提高程度最大；然而，砌体结构中配置大量的钢筋，其整体造价也必然大幅增加，这对砌体结构应用较多的农村地区的农民来说无疑加重了建房的负担。The damage of the block wall under the action of earthquake is a typical shear failure; the configuration of horizontal steel mesh can improve the shear capacity of the block wall to the greatest extent; however, the overall cost of the masonry structure will inevitably This has undoubtedly increased the burden of building houses for farmers in rural areas where masonry structures are more widely used.
发明内容 Contents of the invention
本发明提供了一种配植物筋的砌体结构及其制作方法，克服了上述现有技术之不足，其能有效解决农民的建房成本高、秸秆的利用率低和焚烧秸秆会造成大气污染的问题。The present invention provides a masonry structure with plant tendons and a manufacturing method thereof, which overcomes the deficiencies of the above-mentioned prior art, and can effectively solve the problems of high building costs for farmers, low utilization rate of straw and air pollution caused by burning straw The problem.
本发明的技术方案之一是通过以下措施来实现的：一种配植物筋的砌体结构，包括砌块、地圈梁、左构造柱、右构造柱和顶圈梁；左构造柱的下端和地圈梁的左端固定在一起，左构造柱的上端和顶圈梁的左端固定在一起，右构造柱的下端和地圈梁的右端固定在一起，右构造柱的上端和顶圈梁的右端固定在一起，相邻两砌块通过砂浆砌筑在一起形成砌层，在地圈梁、左构造柱、右构造柱和顶圈梁之间通过相邻的砌层和砂浆砌筑在一起形成墙体，每隔一层的砌层和相邻的上部砌层之间通过砂浆固定有至少一道植物筋。One of the technical solutions of the present invention is achieved through the following measures: a masonry structure equipped with plant reinforcements, including blocks, ground ring beams, left structural columns, right structural columns and top ring beams; the lower end of the left structural column It is fixed with the left end of the geosphere beam, the upper end of the left structural column is fixed with the left end of the top ring beam, the lower end of the right structural column is fixed with the right end of the geosphere beam, and the upper end of the right structural column is fixed with the top ring beam. The right ends are fixed together, and two adjacent blocks are laid together by mortar to form a masonry, and between the geosphere beam, the left structural column, the right structural column and the top ring beam are laid together by adjacent masonry and mortar A wall is formed, and at least one plant reinforcement is fixed between every other layer of the masonry and the adjacent upper masonry by mortar.
下面是对上述发明技术方案之一的进一步优化或/和改进：The following is a further optimization or/and improvement to one of the technical solutions of the above invention:
上述相邻两砌层之间通过砂浆固定有至少一道植物筋。At least one plant reinforcement is fixed by mortar between the two adjacent layers.
上述一道植物筋包括至少两根植物筋，每根植物筋的梢部和相邻的一根植物筋的根部通过绑扎件绑扎在一起，绑扎长度为每根植物筋梢部直径的20倍至30倍。The above-mentioned plant tendon includes at least two plant tendons, the tip of each plant tendon and the root of an adjacent plant tendon are bound together by a binding piece, and the binding length is 20 times to 30 times the diameter of the tip of each plant tendon. times.
上述绑扎件为扎丝或麻丝；或/和，每根植物筋的根部直径为8mm至10mm，每根植物筋的梢部直径为5 mm至7mm；每根植物筋的长度为800mm至1000mm。The above-mentioned binding parts are tied silk or hemp silk; or/and, the root diameter of each plant tendon is 8mm to 10mm, and the tip diameter of each plant tendon is 5mm to 7mm; the length of each plant tendon is 800mm to 1000mm .
上述植物筋为去除叶、杈和枝的植物筋；或/和，植物筋为棉花秸秆或树枝或竹子或农作物秸秆；或/和，植物筋固定在砂浆中，植物筋距较近墙体外侧的距离为20mm至30mm，相邻两道植物筋的间距为80mm至120mm。The above-mentioned plant tendons are plant tendons with leaves, branches and branches removed; or/and, the plant tendons are cotton straws or branches or bamboo or crop straws; or/and, the plant tendons are fixed in mortar, and the distance between the plant tendons is closer to the outside of the wall The distance is 20mm to 30mm, and the distance between two adjacent plant bars is 80mm to 120mm.
本发明的技术方案之二是通过以下措施来实现的：一种配植物筋的砌体结构的制作方法，按下述步骤进行：第一步，在做好的基础上绑扎地圈梁钢筋，在纵横墙和内外墙交界处分别设置左构造柱钢筋骨架和右构造柱钢筋骨架，左构造柱钢筋骨架的下端和右构造柱钢筋骨架的下端分别与地圈梁钢筋的左端和右端绑扎一起，在地圈梁钢筋的外侧制作圈梁模板并现浇混凝土，拆模后得到地圈梁；第二步，在地圈梁上采用普通组砌方式砌筑墙体，在墙体的左侧和右侧分别间隔设置马牙槎，在每隔三层水平砂浆缝或每隔两层水平砂浆缝或每隔一层水平砂浆缝或每层水平砂浆缝中放至少一道植物筋，每道植物筋的左端和右端分别与左构造柱钢筋骨架和右构造柱钢筋骨架绑扎在一起；第三步，在墙体上部绑扎顶圈梁钢筋骨架，顶圈梁钢筋骨架的左端和右端分别与左构造柱钢筋骨架的上端和右构造柱钢筋骨架的上端绑扎在一起，在左构造柱钢筋骨架和墙体之间的外侧、右构造柱钢筋骨架和墙体之间的外侧、顶圈梁钢筋骨架和墙体之间的外侧分别支模板并浇筑混凝土，拆模后分别得到左构造柱、右构造柱和顶圈梁，完成配植物筋砌体结构的施工。The second technical solution of the present invention is achieved through the following measures: a method for making a masonry structure with plant reinforcement, which is carried out according to the following steps: the first step is to bind the geosphere beam steel bars on the prepared basis, The left structural column reinforcement skeleton and the right structural column reinforcement skeleton are respectively arranged at the junction of the vertical and horizontal walls and the inner and outer walls. The ring beam formwork is made on the outer side of the ring beam reinforcement and concrete is cast in-situ, and the ring beam is obtained after the formwork is removed; in the second step, the wall is built on the ring beam by ordinary masonry, and the left side of the wall and the The horse teeth are set at intervals on the right side, and at least one plant tendon is placed in every three layers of horizontal mortar joints or every other two layers of horizontal mortar joints or every other layer of horizontal mortar joints or in each layer of horizontal mortar joints, and each plant tendon The left end and the right end of the top ring beam are tied together with the steel skeleton of the left structural column and the steel skeleton of the right structural column respectively; in the third step, the steel skeleton of the top ring beam is bound on the upper part of the wall, and the left end and right end of the steel skeleton of the top ring beam are respectively connected with the left structural column The upper end of the steel frame and the upper end of the right structural column steel frame are bound together, on the outside between the left structural column steel frame and the wall, between the right structural column steel frame and the wall, the top ring beam steel frame and the wall Formwork is supported on the outside of the body and concrete is poured. After the formwork is removed, the left structural column, right structural column and top ring beam are respectively obtained, and the construction of the masonry structure with plant reinforcement is completed.
下面是对上述发明技术方案之二的进一步优化或/和改进：The following is a further optimization or/and improvement to the second technical solution of the above invention:
上述一道植物筋包括至少两根植物筋，每根植物筋的梢部和相邻的一根植物筋的根部通过绑扎件绑扎在一起，绑扎长度为每根植物筋梢部直径的20倍至30倍。The above-mentioned plant tendon includes at least two plant tendons, the tip of each plant tendon and the root of an adjacent plant tendon are bound together by a binding piece, and the binding length is 20 times to 30 times the diameter of the tip of each plant tendon. times.
上述绑扎件为扎丝或麻丝；或/和，每根植物筋的根部直径为8mm至10mm，每根植物筋的梢部直径为5 mm至7mm；每根植物筋的长度为800mm至1000mm。The above-mentioned binding parts are tied silk or hemp silk; or/and, the root diameter of each plant tendon is 8mm to 10mm, and the tip diameter of each plant tendon is 5mm to 7mm; the length of each plant tendon is 800mm to 1000mm .
上述植物筋为去除叶、杈和枝的植物筋；或/和，植物筋为棉花秸秆或树枝或竹子或农作物秸秆。The above-mentioned plant tendons are plant tendons without leaves, branches and branches; or/and, the plant tendons are cotton straws or branches or bamboo or crop straws.
上述相邻两马牙槎之间的距离为100mm至300mm；或/和，在水平方向上：墙体厚度为120mm时放一道植物筋，墙体厚度每增加120mm要至少增加一道植物筋；或/和，植物筋固定在砂浆中，植物筋距较近墙体外侧的距离为20mm至30mm，相邻两道植物筋的间距为80mm至120mm。The distance between the above-mentioned two adjacent horseshoes is 100mm to 300mm; or/and, in the horizontal direction: when the wall thickness is 120mm, put a plant rib, and at least one plant rib should be added for every 120mm increase in the wall thickness; or /And, the plant bars are fixed in the mortar, the distance between the plant bars and the outer side of the wall is 20mm to 30mm, and the distance between two adjacent plant bars is 80mm to 120mm.
本发明配植物筋的砌体结构较现有技术不配筋墙体的刚度、承载力、延性和耗能性都有很大程度提高，保证了墙体所需的承载力、耐久性、延性、刚度和耗能性，提高了整体的抗震性能；本发明配植物筋的砌体结构的综合造价较现有技术全配筋墙体、砖混结构、框架结构和钢结构都低；同时，本发明中的植物筋为棉花秸秆或树枝或竹子或农作物秸秆，从而减少了因焚烧秸秆而产生的大气污染，充分利用当地所能利用的秸秆，大大提高了秸秆的利用率，降低了农民的建房成本。The masonry structure with plant reinforcements in the present invention has greatly improved rigidity, bearing capacity, ductility and energy consumption compared with the existing wall without reinforcement, ensuring the required bearing capacity, durability, ductility, Rigidity and energy consumption have improved the overall seismic performance; the comprehensive cost of the masonry structure with plant reinforcement in the present invention is lower than that of the prior art fully reinforced wall, brick-concrete structure, frame structure and steel structure; at the same time, the present invention The plant tendons in the invention are cotton stalks or branches or bamboo or crop stalks, thereby reducing air pollution caused by burning straws, making full use of locally available straws, greatly improving the utilization rate of straws, and reducing construction costs for farmers. Housing costs.
附图说明 Description of drawings
附图1为本发明的主视结构示意图。Accompanying drawing 1 is the front view structure diagram of the present invention.
附图2为附图1的A-A向剖视结构示意图。Accompanying drawing 2 is a schematic diagram of the cross-sectional structure along the line A-A of the accompanying drawing 1.
附图3为附图1的B-B向剖视结构示意图。Accompanying drawing 3 is a schematic diagram of the cross-sectional structure along the B-B direction of the accompanying drawing 1 .
附图中的编码分别为：1为砌块，2为地圈梁，3为左构造柱，4为右构造柱，5为顶圈梁，6为一道植物筋，7为马牙槎。The codes in the attached drawings are: 1 is block, 2 is geosphere beam, 3 is left structural column, 4 is right structural column, 5 is top ring beam, 6 is a plant tendon, and 7 is horse teeth.
具体实施方式 Detailed ways
本发明不受下述实施例的限制，可根据本发明的技术方案与实际情况来确定具体的实施方式。The present invention is not limited by the following examples, and specific implementation methods can be determined according to the technical solutions of the present invention and actual conditions.
在本发明中，为了便于描述，各部件的相对位置关系的描述均是根据说明书附图1的布图方式来进行描述的，如：前、后、上、下、左、右等的位置关系是依据说明书附图1的布图方向来确定的。In the present invention, for the convenience of description, the description of the relative positional relationship of each component is described according to the layout of Figure 1 of the specification, such as: the positional relationship of front, rear, top, bottom, left, right, etc. It is determined according to the layout direction of Figure 1 of the specification.
下面结合实施例及附图对本发明作进一步描述：Below in conjunction with embodiment and accompanying drawing, the present invention will be further described:
实施例1，如附图1、2、3所示，该配植物筋的砌体结构包括砌块1、地圈梁2、左构造柱3、右构造柱4和顶圈梁5；左构造柱3的下端和地圈梁2的左端固定在一起，左构造柱3的上端和顶圈梁5的左端固定在一起，右构造柱4的下端和地圈梁2的右端固定在一起，右构造柱4的上端和顶圈梁5的右端固定在一起，相邻两砌块1通过砂浆砌筑在一起形成砌层，在地圈梁2、左构造柱3、右构造柱4和顶圈梁5之间通过相邻的砌层和砂浆砌筑在一起形成墙体，每隔一层的砌层和相邻的上部砌层之间通过砂浆固定有至少一道植物筋6。Embodiment 1, as shown in accompanying drawings 1, 2, and 3, the masonry structure equipped with plant reinforcement includes block 1, geosphere beam 2, left structural column 3, right structural column 4 and top ring beam 5; The lower end of the column 3 is fixed together with the left end of the geosphere beam 2, the upper end of the left structural column 3 is fixed with the left end of the top ring beam 5, the lower end of the right structural column 4 is fixed together with the right end of the geosphere beam 2, and the right The upper end of the structural column 4 and the right end of the top ring beam 5 are fixed together, and two adjacent blocks 1 are built together by mortar to form a masonry layer. The beams 5 are built together by adjacent layers and mortar to form a wall, and at least one plant reinforcement 6 is fixed between every other layer of layers and the adjacent upper layer by mortar.
下面是对上述实施例1的进一步优化或/和改进：Below is the further optimization or/and improvement to above-mentioned embodiment 1:
如附图3所示，相邻两砌层之间通过砂浆固定有至少一道植物筋6。As shown in Figure 3, at least one plant reinforcement 6 is fixed by mortar between two adjacent layers.
如附图3所示，一道植物筋6包括至少两根植物筋，每根植物筋的梢部和相邻的一根植物筋的根部通过绑扎件绑扎在一起，绑扎长度为每根植物筋梢部直径的20倍至30倍。As shown in accompanying drawing 3, a plant tendon 6 comprises at least two plant tendons, and the tip of each plant tendon and the root of an adjacent plant tendon are tied together by a binding piece, and the binding length is the tip of each plant tendon. 20 to 30 times the diameter of the head.
根据需要，绑扎件为扎丝或麻丝；或/和，每根植物筋的根部直径为8mm至10mm，每根植物筋的梢部直径为5 mm至7mm；每根植物筋的长度为800mm至1000mm。According to needs, the binding parts are tied silk or hemp silk; or/and, the root diameter of each plant tendon is 8mm to 10mm, and the tip diameter of each plant tendon is 5mm to 7mm; the length of each plant tendon is 800mm to 1000mm.
根据需要，植物筋为去除叶、杈和枝的植物筋；或/和，植物筋为棉花秸秆或树枝或竹子或农作物秸秆；或/和，植物筋固定在砂浆中，植物筋距较近墙体外侧的距离为20mm至30mm，相邻两道植物筋6的间距为80mm至120mm。According to needs, the plant tendons are plant tendons that remove leaves, branches and branches; or/and, the plant tendons are cotton straws or branches or bamboo or crop straws; or/and, the plant tendons are fixed in mortar, and the plant tendons are closer to the wall The outer distance is 20mm to 30mm, and the distance between two adjacent plant tendons 6 is 80mm to 120mm.
实施例2，如附图1、2、3所示，该配植物筋砌体结构的制作方法，按下述步骤进行：第一步，在做好的基础上绑扎地圈梁钢筋，在纵横墙和内外墙交界处分别设置左构造柱钢筋骨架和右构造柱钢筋骨架，左构造柱钢筋骨架的下端和右构造柱钢筋骨架的下端分别与地圈梁钢筋的左端和右端绑扎一起，在地圈梁钢筋的外侧制作圈梁模板并现浇混凝土，拆模后得到地圈梁2；第二步，在地圈梁2上采用普通组砌方式砌筑墙体，在墙体的左侧和右侧分别间隔设置马牙槎，在每隔三层水平砂浆缝或每隔两层水平砂浆缝或每隔一层水平砂浆缝或每层水平砂浆缝中放至少一道植物筋6，每道植物筋6的左端和右端分别与左构造柱钢筋骨架和右构造柱钢筋骨架绑扎在一起；第三步，在墙体上部绑扎顶圈梁钢筋骨架，顶圈梁钢筋骨架的左端和右端分别与左构造柱钢筋骨架的上端和右构造柱钢筋骨架的上端绑扎在一起，在左构造柱钢筋骨架和墙体之间的外侧、右构造柱钢筋骨架和墙体之间的外侧、顶圈梁钢筋骨架和墙体之间的外侧分别支模板并浇筑混凝土，拆模后分别得到左构造柱3、右构造柱4和顶圈梁5，完成配植物筋砌体结构的施工。Embodiment 2, as shown in accompanying drawing 1, 2, 3, the manufacture method of this masonry structure with plant reinforcement, carries out according to the following steps: the first step, on the foundation that has been done well, bind the steel bars of the geosphere beam, in the vertical and horizontal The left structural column reinforcement skeleton and the right structural column reinforcement skeleton are respectively set at the junction of the wall and the inner and outer walls. The ring beam formwork is made on the outer side of the ring beam reinforcement and the concrete is cast in place. After the formwork is removed, the ring beam 2 is obtained. In the second step, the wall is built on the ring beam 2 by ordinary masonry, and the left side of the wall and the The right side is respectively provided with horse teeth at intervals, and at least one plant tendon 6 is placed in every three layers of horizontal mortar joints or every other two layers of horizontal mortar joints or every other layer of horizontal mortar joints or each layer of horizontal mortar joints, and each plant The left end and the right end of tendon 6 are bound together with the steel bar skeleton of the left structural column and the steel bar skeleton of the right structural column respectively; the third step is to bind the steel bar skeleton of the top ring beam on the upper part of the wall, and the left end and right end of the steel bar skeleton of the top ring beam are respectively connected with the left The upper end of the steel skeleton of the structural column and the upper end of the steel skeleton of the right structural column are tied together, on the outside between the steel skeleton of the left structural column and the wall, between the steel skeleton of the right structural column and the wall, and the top ring beam steel skeleton Formwork is supported and concrete is poured on the outside between the wall and the wall. After the formwork is removed, the left structural column 3, the right structural column 4 and the top ring beam 5 are obtained respectively, and the construction of the masonry structure with plant reinforcement is completed.
下面是对上述实施例2的进一步优化或/和改进：Below is the further optimization or/and improvement to above-mentioned embodiment 2:
如附图3所示，一道植物筋6包括至少两根植物筋，每根植物筋的梢部和相邻的一根植物筋的根部通过绑扎件绑扎在一起，绑扎长度为每根植物筋梢部直径的20倍至30倍。As shown in accompanying drawing 3, a plant tendon 6 comprises at least two plant tendons, and the tip of each plant tendon and the root of an adjacent plant tendon are tied together by a binding piece, and the binding length is the tip of each plant tendon. 20 to 30 times the diameter of the head.
根据需要，绑扎件为扎丝或麻丝；或/和，每根植物筋的根部直径为8mm至10mm，每根植物筋的梢部直径为5 mm至7mm；每根植物筋的长度为800mm至1000mm。According to needs, the binding parts are tied silk or hemp silk; or/and, the root diameter of each plant tendon is 8mm to 10mm, and the tip diameter of each plant tendon is 5mm to 7mm; the length of each plant tendon is 800mm to 1000mm.
根据需要，植物筋为去除叶、杈和枝的植物筋；或/和，植物筋为棉花秸秆或树枝或竹子或农作物秸秆。According to needs, the plant tendons are plant tendons with leaves, branches and branches removed; or/and, the plant tendons are cotton straws or branches or bamboo or crop straws.
根据需要，相邻两马牙槎7之间的距离为100mm至300mm；或/和，在水平方向上：墙体厚度为120mm时放一道植物筋6，墙体厚度每增加120mm要至少增加一道植物筋6；或/和，植物筋固定在砂浆中，植物筋距较近墙体外侧的距离为20mm至30mm，相邻两道植物筋6的间距为80mm至120mm。 According to needs, the distance between two adjacent horse teeth 7 is 100mm to 300mm; or/and, in the horizontal direction: when the wall thickness is 120mm, put a plant rib 6, and add at least one for every 120mm increase in wall thickness Plant tendons 6; or/and, the plant tendons are fixed in mortar, the distance between the plant tendons and the outer side of the wall is 20mm to 30mm, and the distance between two adjacent plant tendons 6 is 80mm to 120mm. the
本发明上述实施例2得到的配植物筋的砌体结构，较现有技术不配筋墙体在平面内的刚度提高了10%至15%、承载力提高了12%至25%、延性提高了10%至15%、耗能性提高了15%至25%，增强了墙体的整体性，从而提高了结构整体抗震性能20%至30%；本发明用植物筋取代一部分钢筋不仅保证墙体所需的承载力、耐久性、延性、刚度、耗能性、整体抗震性能，还减轻了农民建房的经济负担，本发明综合造价比现有技术全配筋墙体减少了10%至15%，比砖混结构减少16%至18%，比框架结构减少20%至25%,比钢结构减少了25%至35%；同时，本发明中的植物筋为棉花秸秆或树枝或竹子或农作物秸秆，从而减少了因焚烧秸秆而产生的大气污染，充分利用当地所能利用的秸秆，大大提高了秸秆的利用率，降低了农民的建房成本。The masonry structure with plant reinforcement obtained in the above-mentioned embodiment 2 of the present invention has 10% to 15% increase in rigidity, 12% to 25% increase in bearing capacity, and 12% to 25% increase in bearing capacity compared with the prior art without reinforcement walls. 10% to 15%, energy consumption has been increased by 15% to 25%, and the integrity of the wall has been enhanced, thereby improving the overall seismic performance of the structure by 20% to 30%. The required bearing capacity, durability, ductility, rigidity, energy consumption, and overall seismic performance also reduce the economic burden on farmers to build houses. The comprehensive cost of the present invention is reduced by 10% to 15% compared with the existing fully reinforced wall. %, 16% to 18% less than brick-concrete structures, 20% to 25% less than frame structures, and 25% to 35% less than steel structures; meanwhile, the plant tendons in the present invention are cotton stalks or branches or bamboo or crop straw, thereby reducing the air pollution caused by burning straw, making full use of locally available straw, greatly improving the utilization rate of straw, and reducing the cost of building houses for farmers.
综上所述，本发明配植物筋的砌体结构较现有技术不配筋墙体的刚度、承载力、延性和耗能性都有很大程度提高，保证了墙体所需的承载力、耐久性、延性、刚度和耗能性，提高了整体的抗震性能；本发明配植物筋的砌体结构的综合造价较现有技术全配筋墙体、砖混结构、框架结构和钢结构都低；同时，本发明中的植物筋为棉花秸秆或树枝或竹子或农作物秸秆，从而减少了因焚烧秸秆而产生的大气污染，充分利用当地所能利用的秸秆，大大提高了秸秆的利用率，降低了农民的建房成本。To sum up, the masonry structure with plant reinforcements in the present invention has greatly improved the rigidity, bearing capacity, ductility and energy consumption of walls without reinforcement in the prior art, ensuring the required bearing capacity, Durability, ductility, rigidity and energy consumption have improved the overall seismic performance; the comprehensive cost of the masonry structure with plant reinforcement in the present invention is lower than that of the prior art fully reinforced wall, brick-concrete structure, frame structure and steel structure. Low; at the same time, the plant tendons in the present invention are cotton stalks or branches or bamboo or crop stalks, thereby reducing the air pollution caused by burning stalks, making full use of locally available stalks, and greatly improving the utilization rate of stalks. Reduced the cost of building houses for farmers.
以上技术特征构成了本发明的实施例，其具有较强的适应性和实施效果，可根据实际需要增减非必要的技术特征，来满足不同情况的需求。The above technical features constitute the embodiment of the present invention, which has strong adaptability and implementation effect, and non-essential technical features can be increased or decreased according to actual needs to meet the needs of different situations.
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