CN103541501A - Special-shaped section steel rib recycled concrete column - Google Patents
Special-shaped section steel rib recycled concrete column Download PDFInfo
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- CN103541501A CN103541501A CN201310434372.0A CN201310434372A CN103541501A CN 103541501 A CN103541501 A CN 103541501A CN 201310434372 A CN201310434372 A CN 201310434372A CN 103541501 A CN103541501 A CN 103541501A
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- 239000004567 concrete Substances 0.000 title claims abstract description 56
- 229910000831 Steel Inorganic materials 0.000 title abstract description 24
- 239000010959 steel Substances 0.000 title abstract description 24
- 239000012634 fragment Substances 0.000 claims abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 5
- 239000004568 cement Substances 0.000 claims abstract description 4
- 239000004576 sand Substances 0.000 claims abstract description 4
- 230000008929 regeneration Effects 0.000 claims 12
- 238000011069 regeneration method Methods 0.000 claims 12
- 230000003014 reinforcing effect Effects 0.000 claims 10
- 239000003245 coal Substances 0.000 claims 1
- 238000003756 stirring Methods 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 abstract description 11
- 239000002699 waste material Substances 0.000 description 10
- 238000010276 construction Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000003187 abdominal effect Effects 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000004918 carbon fiber reinforced polymer Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
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Abstract
本发明涉及一种混凝土构件,特别是涉及一种用于土木工程中的异形钢骨混凝土芯柱。异形截面柱的截面形式为T、L、十字形,钢骨由钢板焊接而成,其特征在于:由钢骨、钢筋和再生混凝土组成异形截面钢骨再生混凝土柱,其混凝土中含有充当骨料的再生混凝土碎块;所述的再生混凝土包括在5mm~30mm的再生混凝土碎块,作为煤矸石混凝土中的粗骨料;按照每立方米再生混凝土体积,粗骨料再生混凝土重量200kg~1400kg,水泥400kg~600kg,水150kg~300kg,细砂150kg~1500kg的比例进行充分搅拌。该柱由钢骨、钢筋和再生混凝土构成。本发明是高层建筑物中建筑物框架结构的主要构件,具有承载力高,刚度大、重量轻,塑性、韧性好,抗冲击和抗疲劳性能好,抗震性能佳等特点。
The invention relates to a concrete component, in particular to a special-shaped steel-reinforced concrete core column used in civil engineering. The section form of special-shaped cross-section column is T, L, cross-shaped, and the steel frame is welded by steel plate. recycled concrete fragments; the recycled concrete includes recycled concrete fragments of 5mm to 30mm as coarse aggregate in gangue concrete; according to the volume of recycled concrete per cubic meter, the weight of recycled concrete with coarse aggregate is 200kg to 1400kg, 400kg-600kg of cement, 150kg-300kg of water, and 150kg-1500kg of fine sand are fully mixed. The column is constructed of steel skeleton, steel bars and recycled concrete. The invention is a main component of a building frame structure in a high-rise building, and has the characteristics of high bearing capacity, high rigidity, light weight, good plasticity and toughness, good impact resistance and fatigue resistance, good earthquake resistance and the like.
Description
技术领域 technical field
本发明涉及一种混凝土构件,特别是涉及一种用于土木工程中的再生混凝土异形截面钢骨混凝土芯柱,是一种新型的钢骨混凝土组合柱。 The invention relates to a concrete component, in particular to a steel-reinforced concrete core column of recycled concrete with special-shaped section used in civil engineering, and is a new type of steel-reinforced concrete composite column.
背景技术 Background technique
目前,作为框架结构的主要构件的框架柱,一般为普通的钢筋混凝土柱。但由于无法解决由于框架柱的截面尺寸往往大于墙体的厚度,在使用时,室内会出现柱子部分突出墙体的现象,从而影响了室内的空间和使用。 At present, the frame column as the main component of the frame structure is generally an ordinary reinforced concrete column. However, because the cross-sectional size of the frame column is often greater than the thickness of the wall, the phenomenon that the column part protrudes from the wall will appear indoors during use, thereby affecting the indoor space and use.
为了解决这一问题,出现了钢筋混凝土异形柱的结构形式。对于钢筋混凝土异型柱结构,主要有T、L、十字形,国内外的学者进行了广泛、深入的研究。其理论基本形成,天津、沈阳、广东、山西等省市已经完成的地方规程的编写,并指导于工程实践,建筑面积达数以千万平方米。 In order to solve this problem, the structural form of reinforced concrete special-shaped columns appeared. For reinforced concrete special-shaped column structures, there are mainly T, L, and cross shapes. Scholars at home and abroad have carried out extensive and in-depth research. Its theory has been basically formed. Tianjin, Shenyang, Guangdong, Shanxi and other provinces and cities have completed the compilation of local regulations and guided them in engineering practice, with a construction area of tens of millions of square meters.
但是,在研究中也发现:钢筋混凝土异形柱的延性比普通矩形柱的差。异形柱由于多肢的存在,其剪力中心与截面形心往往不重合,在受力状态下,各肢产生翘曲正应力和剪应力。由于剪应力,使柱肢混凝土先于普通矩形柱出现裂缝,即产生腹剪裂缝,导致异形柱脆性明显,使异形柱的变形能力比普通矩形柱降低。 However, it is also found in the research that the ductility of reinforced concrete special-shaped columns is worse than that of ordinary rectangular columns. Due to the existence of multiple limbs, the shear center and section centroid of special-shaped columns often do not coincide. Under the stress state, each limb produces warping normal stress and shear stress. Due to the shear stress, the concrete of the column base cracks before the ordinary rectangular column, that is, the abdominal shear crack occurs, which leads to the obvious brittleness of the special-shaped column, and the deformation capacity of the special-shaped column is lower than that of the ordinary rectangular column.
为了解决这个问题,许多专家曾提出过许多建议和方案。如本人曾申请过专利:钢骨混凝土异形柱、异形碳纤维增强塑料钢骨混凝土芯柱、一种钢骨高强混凝土柱等。这些技术虽然能在一定程度上解决这个问题,但是还不很完善,尤其是混凝土的用料,不利于环保和节能。 In order to solve this problem, many experts have put forward many suggestions and programs. For example, I have applied for patents: steel-reinforced concrete special-shaped column, special-shaped carbon fiber reinforced plastic steel-reinforced concrete core column, a steel-reinforced high-strength concrete column, etc. Although these technologies can solve this problem to a certain extent, they are not perfect, especially the materials used for concrete, which are not conducive to environmental protection and energy saving.
目前情况下,全国每年从旧建筑物上拆下来的建筑垃圾中的废混凝土就有1360万吨,加 上每年新建房屋产生4000万吨的建筑垃圾所产生的废混凝土,其巨大处理费用和由此引发的 环境问题也十分突出。为了最大限度的减少对自然资源的开采,必须最大限度的增加对建筑垃圾再生利用。因此建筑垃圾的处理及应用技术的研究和应用推广势在必行。然而,目前由于再生骨料的内在损伤和由于其表面吸附了一层老砂浆而导致的吸水率大,致使其所配成的再生混凝土的强度、收缩性能及耐久性能等较普通混凝土差,极大地限制了其使用范围。为了推广再生混凝土的利用,通过分析前期的研究成果,发明了一种异形截面钢骨再生混凝土芯柱,既能解决钢筋混凝土异形柱的不足,又能利用建筑垃圾,对废弃混凝土进行直接或间接再的利用,不失为一个好办法。 Under the current situation, there are 13.6 million tons of waste concrete in the construction waste removed from old buildings every year in the country, plus the waste concrete produced by the 40 million tons of construction waste generated by new houses every year, the huge processing costs and the The environmental problems caused by this are also very prominent. In order to minimize the exploitation of natural resources, it is necessary to maximize the recycling of construction waste. Therefore, the research and application promotion of construction waste treatment and application technology is imperative. However, at present, due to the inherent damage of recycled aggregates and the high water absorption rate caused by the adsorption of a layer of old mortar on its surface, the strength, shrinkage and durability of recycled concrete are poorer than ordinary concrete. The earth limits its scope of use. In order to promote the utilization of recycled concrete, by analyzing the previous research results, a recycled concrete core column with special-shaped cross-section steel reinforcement was invented, which can not only solve the shortage of reinforced concrete special-shaped columns, but also use construction waste to directly or indirectly recycle waste concrete. It is a good way to use it again.
发明内容 Contents of the invention
本发明的目的是通过以下技术方案实现的:由钢骨、钢筋和再生混凝土组成,异形截面钢骨再生混凝土柱,异形截面柱的截面形式为T、L、十字形,钢骨由钢板焊接而成,其特征在于:由钢骨、钢筋和再生混凝土组成异形截面钢骨再生混凝土柱,其混凝土中含有充当骨料的再生混凝土碎块;所述的再生混凝土包括在5mm~30mm的再生混凝土碎块,作为煤矸石混凝土中的粗骨料;按照每立方米再生混凝土体积,粗骨料再生混凝土重量200kg~1400kg,水泥400 kg~600 kg,水150 kg~300 kg,细砂150kg~1500kg的比例进行充分搅拌;钢骨再生混凝土异形截面柱的钢骨由钢筋再生混凝土包裹。 The purpose of the present invention is achieved through the following technical solutions: composed of steel frame, steel bar and recycled concrete, special-shaped cross-section steel frame recycled concrete column, the cross-sectional form of the special-shaped cross-section column is T, L, cross-shaped, and the steel frame is welded by steel plates. It is characterized in that: the special-shaped cross-section steel-reinforced recycled concrete column is composed of steel bone, steel bar and recycled concrete, and the concrete contains recycled concrete fragments acting as aggregate; blocks, as coarse aggregate in gangue concrete; according to the volume of recycled concrete per cubic meter, the weight of recycled concrete with coarse aggregate is 200kg-1400kg, cement is 400kg-600kg, water is 150kg-300kg, and fine sand is 150kg-1500kg The ratio is fully mixed; the steel frame of the special-shaped cross-section column of steel frame recycled concrete is wrapped by reinforced recycled concrete.
本发明的优点与效果是: Advantage and effect of the present invention are:
1.充分利用废弃建筑垃圾,形成再生混凝土,做到废物利用,节约能源、绿色环保; 1. Make full use of abandoned construction waste to form recycled concrete, realize waste utilization, save energy, and be green and environmentally friendly;
2.钢骨位于纵横方向混凝土交叉部位的内部,可以耐火、耐腐蚀; 2. The steel frame is located inside the intersection of concrete in the vertical and horizontal directions, which can resist fire and corrosion;
3.可以先施工钢骨,形成骨架后浇注再生混凝土,从而形成叠合柱; 3. The steel frame can be constructed first, and then the recycled concrete can be poured after forming the skeleton to form a composite column;
4.由于钢骨的存在改善了柱的延性,提高了柱的承载力,利于地震区抗震设计。 4. Due to the existence of steel reinforcement, the ductility of the column is improved, and the bearing capacity of the column is increased, which is beneficial to the seismic design in the earthquake zone.
附图说明 Description of drawings
图1是截面为“十”字形结构的异形截面钢骨再生混凝土芯柱示意图。 Fig. 1 is a schematic diagram of a special-shaped cross-section steel-reinforced recycled concrete core column with a "ten"-shaped structure.
图2是截面为“L”字形结构的异形截面钢骨再生混凝土芯柱示意图。 Fig. 2 is a schematic diagram of a special-shaped cross-section steel-reinforced recycled concrete core column with an "L"-shaped structure.
图3是截面为“T”字形结构的异形截面钢骨再生混凝土芯柱示意图。 Fig. 3 is a schematic diagram of a special-shaped cross-section steel-reinforced recycled concrete core column with a "T"-shaped structure.
图中1为钢骨,2为钢筋混凝土。 In the figure, 1 is steel frame, and 2 is reinforced concrete.
具体实施方式 Detailed ways
1. 按照规定将钢板焊接成钢骨骨架; 1. Weld the steel plate into a steel skeleton according to the regulations;
2. 将钢骨立起,并保持垂直或一定角度; 2. Stand up the steel frame and keep it vertical or at a certain angle;
3. 绑扎钢筋骨架; 3. Binding steel skeleton;
4. 在钢筋外侧支模版; 4. Support the formwork on the outer side of the steel bar;
5. 制作粒径在5mm~30mm的再生混凝土碎块,作为再生混凝土中的粗骨料; 5. Make recycled concrete fragments with a particle size of 5mm to 30mm as coarse aggregate in recycled concrete;
6. 按照每立方米再生混凝土体积,粗骨料再生重量200kg~1400kg,水泥400 kg~600 kg,水150 kg~300 kg,细砂150kg~1500kg的比例进行充分搅拌; 6. According to the volume of recycled concrete per cubic meter, the recycled weight of coarse aggregate is 200kg-1400kg, cement is 400kg-600kg, water is 150kg-300kg, and fine sand is 150kg-1500kg.
7. 在柱的外侧支模版,并浇注再生混凝土。 7. Support formwork on the outside of the column and pour recycled concrete.
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104060763A (en) * | 2014-07-03 | 2014-09-24 | 沈阳建筑大学 | Z-shaped steel pipe-steel framework recycled concrete combined pillar |
CN104088399A (en) * | 2014-07-02 | 2014-10-08 | 沈阳建筑大学 | Cross-shaped steel pipe-steel rib recycled concrete combination column |
CN104328864A (en) * | 2014-11-06 | 2015-02-04 | 沈阳建筑大学 | Cross-shaped steel pipe-steel reinforced glass concrete combined column |
CN104405081A (en) * | 2014-10-30 | 2015-03-11 | 沈阳建筑大学 | Steel skeleton-steel tube recycled concrete T-shaped section compound column |
CN104405082A (en) * | 2014-11-05 | 2015-03-11 | 沈阳建筑大学 | Steel rib-steel pipe regenerated-concrete combined column with cross-shaped section |
CN104453095A (en) * | 2014-11-05 | 2015-03-25 | 沈阳建筑大学 | L-shaped steel tube-steel rib glass concrete combination column |
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2013
- 2013-09-23 CN CN201310434372.0A patent/CN103541501A/en active Pending
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刘英明: ""T形截面钢骨混凝土柱延性性能分析"", 《混凝土》 * |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104088399A (en) * | 2014-07-02 | 2014-10-08 | 沈阳建筑大学 | Cross-shaped steel pipe-steel rib recycled concrete combination column |
CN104060763A (en) * | 2014-07-03 | 2014-09-24 | 沈阳建筑大学 | Z-shaped steel pipe-steel framework recycled concrete combined pillar |
CN104405081A (en) * | 2014-10-30 | 2015-03-11 | 沈阳建筑大学 | Steel skeleton-steel tube recycled concrete T-shaped section compound column |
CN104405082A (en) * | 2014-11-05 | 2015-03-11 | 沈阳建筑大学 | Steel rib-steel pipe regenerated-concrete combined column with cross-shaped section |
CN104453095A (en) * | 2014-11-05 | 2015-03-25 | 沈阳建筑大学 | L-shaped steel tube-steel rib glass concrete combination column |
CN104328864A (en) * | 2014-11-06 | 2015-02-04 | 沈阳建筑大学 | Cross-shaped steel pipe-steel reinforced glass concrete combined column |
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