CN103541504A - Special-shaped section steel tube recycled concrete core column - Google Patents
Special-shaped section steel tube recycled concrete core column Download PDFInfo
- Publication number
- CN103541504A CN103541504A CN201310434554.8A CN201310434554A CN103541504A CN 103541504 A CN103541504 A CN 103541504A CN 201310434554 A CN201310434554 A CN 201310434554A CN 103541504 A CN103541504 A CN 103541504A
- Authority
- CN
- China
- Prior art keywords
- concrete
- core column
- regeneration concrete
- recycled concrete
- shaped cross
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 67
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 39
- 239000010959 steel Substances 0.000 title claims abstract description 39
- 239000012634 fragment Substances 0.000 claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 6
- 239000004568 cement Substances 0.000 claims abstract description 5
- 239000004576 sand Substances 0.000 claims abstract description 5
- 239000003245 coal Substances 0.000 claims abstract 2
- 230000008929 regeneration Effects 0.000 claims description 50
- 238000011069 regeneration method Methods 0.000 claims description 50
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000003756 stirring Methods 0.000 claims description 4
- 239000002699 waste material Substances 0.000 description 8
- 230000007613 environmental effect Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000004134 energy conservation Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 229910001208 Crucible steel Inorganic materials 0.000 description 1
- 210000001015 abdomen Anatomy 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 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
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000009970 fire resistant effect Effects 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 230000000977 initiatory effect Effects 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
- 230000002787 reinforcement Effects 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
Images
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
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管混凝土芯柱。异形截面柱的截面形式为T、L、十字形，其特征在于：由钢管、钢筋和再生混凝土组成异形截面钢管再生混凝土芯柱，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。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 pipe concrete core column used in civil engineering. The section form of the special-shaped cross-section column is T, L, and cross-shaped, and it is characterized in that: the special-shaped cross-section steel pipe recycled concrete core column is composed of steel pipes, steel bars and recycled concrete, and the concrete contains recycled concrete fragments as aggregates. The recycled concrete includes recycled concrete pieces with a size of 5 mm to 30 mm, which are used as coarse aggregate in coal gangue concrete. According to the volume of recycled concrete per cubic meter, the weight of coarse aggregate recycled concrete is 200kg-1400kg, cement is 400kg-600kg, water is 150kg-300kg, and fine sand is 150kg-1500kg. The invention is the main component of the building frame structure in high-rise buildings, 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
Technical field
The present invention relates to a kind of concrete component, particularly relate to a kind of regeneration concrete odd-shaped cross section steel tube concrete core pillar for civil engineering, is a kind of novel concrete filled steel tube coupled column.
Background technology
At present, the frame column as the main member of frame construction, is generally common reinforced concrete post.But owing to cannot solving the thickness that is often greater than body of wall due to the sectional dimension of frame column, in use, the indoor pillar that there will be is partly given prominence to the phenomenon of body of wall, thereby has affected indoor space and use.
In order to address this problem, there is the form of structure of shaped rc columns.For reinforced concrete special-shape column structure, mainly contain T, L, cross, scholar both domestic and external has carried out extensive, deep research.Its theory basically forms, and writing of the local rules that the provinces and cities such as Tianjin, Shenyang, Guangdong, Shanxi have completed, and guides in engineering practice, and building area reaches number with ten million square metre.
But, also find under study for action: the ductility ratio ordinary rectangular post of shaped rc columns poor.Hetermorphiscal column is due to the existence of many limbs, and its centre of shear does not often overlap with the cross section centre of form, and under stress, each limb produces warped normal strain and shear stress.Due to shear stress, make post limb concrete occur crack prior to ordinary rectangular post, produce abdomen shear crack, cause hetermorphiscal column fragility obvious, the deformability of hetermorphiscal column is reduced than ordinary rectangular post.
In order to address this problem, many experts once proposed many suggestions and scheme.As I once applied for patent: steel pipe concrete profiled pile, special-shaped carbon fiber reinforced plastic steel tube concrete core pillar, a kind of steel reinforced high strength concrete column etc.Although these technology can address this problem to a certain extent, also not bery perfect, especially concrete materials, are unfavorable for environmental protection and energy-conservation.
Under present circumstances, waste concrete in the building waste that the whole nation removes from old building every year just has 1,360 ten thousand tons, add that annual newly constructed house produces the waste concrete that the building waste of 4,000 ten thousand tons produces, the environmental problem of its huge disposal cost and thus initiation is also very outstanding.In order to reduce to greatest extent the exploitation to natural resource, must increase to greatest extent construction refuse regenerated utilization.Therefore the processing of building waste and the research of application technology and application are imperative.Yet, at present due to the inherence damage of regeneration aggregate and due to its adsorption the water absorption rate that causes of the old mortar of one deck large, cause intensity, shrinkage and the endurance quality etc. of its regeneration concrete being made into poor compared with ordinary concrete, greatly limited its scope of application.In order to promote the utilization of regeneration concrete, by analyzing the achievement in research in early stage, invented a kind of odd-shaped cross section steel tube regeneration concrete-core column, can solve the deficiency of shaped rc columns, can utilize building waste again, discarded concrete is carried out to direct or indirect utilization again, the good method of can yet be regarded as.
Summary of the invention
The object of this invention is to provide a kind of odd-shaped cross section steel tube regeneration concrete-core column, make full use of waste and old concrete, accomplish twice laid, energy conservation, environmental protection are led to.
The present invention is achieved through the following technical solutions: odd-shaped cross section steel tube regeneration concrete-core column is comprised of round steel pipe, reinforcing bar and regeneration concrete, and form a whole by regeneration concrete, the section form of concrete-core column is T, L, cross, it is characterized in that: in the steel pipe of odd-shaped cross section steel tube regeneration concrete-core column, fill regeneration concrete or concrete, and steel pipe outside filling regeneration concrete, in concrete, contain the regeneration concrete fragment that serves as aggregate.
The regeneration concrete fragment that serves as aggregate in concrete, particle diameter at 5mm～30mm as the coarse aggregate in regeneration concrete.According to every cubic metre of regeneration concrete volume, coarse aggregate regeneration weight 200kg～1400kg, cement 400 kg～600 kg, water 150 kg～300 kg, the ratio of fine sand 150kg～1500kg fully stirs.
Advantage of the present invention and effect are:
1. make full use of discarded building waste, form regeneration concrete, accomplish twice laid, energy conservation, environmental protection;
2. steel pipe is positioned at the inside of direction concrete crossover sites in length and breadth, can be fire-resistant, corrosion-resistant;
3. can first pour into a mould the concrete of steel duct, the outer concrete of surveying of rear cast steel pipe, thus form superposed column;
4. due to the existence of steel pipe, improve the ductility of post, improved the bearing capacity of post, be beneficial to earthquake zone seismic design.
Accompanying drawing explanation
Fig. 1 is that cross section is the odd-shaped cross section steel tube regeneration concrete-core column schematic diagram of " ten " character form structure.
Fig. 2 is that cross section is the odd-shaped cross section steel tube regeneration concrete-core column schematic diagram of " L " character form structure.
Fig. 3 is that cross section is the odd-shaped cross section steel tube regeneration concrete-core column schematic diagram of " T " character form structure.
The specific embodiment
Odd-shaped cross section steel tube regeneration concrete-core column is comprised of round steel pipe, reinforcing bar and regeneration concrete, and form a whole by regeneration concrete, the section form of concrete-core column is T, L, cross, it is characterized in that: in the steel pipe of odd-shaped cross section steel tube regeneration concrete-core column, fill regeneration concrete or concrete, and steel pipe outside filling regeneration concrete, in concrete, contain the regeneration concrete fragment that serves as aggregate.
The regeneration concrete fragment that serves as aggregate in concrete, particle diameter at 5mm～30mm as the coarse aggregate in regeneration concrete.According to every cubic metre of regeneration concrete volume, coarse aggregate regeneration weight 200kg～1400kg, cement 400 kg～600 kg, water 150 kg～300 kg, the ratio of fine sand 150kg～1500kg fully stirs
1. according to standard, steel pipe is erected, and keep vertical or certain angle;
2. assembling reinforcement skeleton;
3. at reinforcing bar lateral branch masterplate;
4. make particle diameter at the regeneration concrete fragment of 5mm～30mm, as the coarse aggregate in regeneration concrete;
5. according to every cubic metre of regeneration concrete volume, coarse aggregate regeneration weight 200kg～1400kg, cement 400 kg～600 kg, water 150 kg～300 kg, the ratio of fine sand 150kg～1500kg fully stirs;
6. pour into a mould regeneration concrete.
Claims (4)
1. odd-shaped cross section steel tube regeneration concrete-core column, the section form of odd-shaped cross section post is T, L, cross, it is characterized in that: by steel pipe, reinforcing bar and regeneration concrete, form odd-shaped cross section steel tube regeneration concrete-core column, in its concrete, contain the regeneration concrete fragment that serves as aggregate.
2. according to the odd-shaped cross section steel tube regeneration concrete-core column described in right 1, it is characterized in that: described regeneration concrete is included in the regeneration concrete fragment of 5mm～30mm, as the coarse aggregate in coal gangue concrete.
3. according to the odd-shaped cross section steel tube regeneration concrete-core column described in right 1, it is characterized in that: according to every cubic metre of regeneration concrete volume, coarse aggregate regeneration concrete weight 200kg～1400kg, cement 400 kg～600 kg, water 150 kg～300 kg, the ratio of fine sand 150kg～1500kg fully stirs.
4. according to the odd-shaped cross section steel tube regeneration concrete-core column described in right 1, it is characterized in that: the steel pipe of odd-shaped cross section steel tube regeneration concrete-core column is wrapped up by reinforced recycled aggregate concrete, can fill concrete in steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310434554.8A CN103541504A (en) | 2013-09-23 | 2013-09-23 | Special-shaped section steel tube recycled concrete core column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310434554.8A CN103541504A (en) | 2013-09-23 | 2013-09-23 | Special-shaped section steel tube recycled concrete core column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103541504A true CN103541504A (en) | 2014-01-29 |
Family
ID=49965325
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310434554.8A Pending CN103541504A (en) | 2013-09-23 | 2013-09-23 | Special-shaped section steel tube recycled concrete core column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103541504A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196171A (en) * | 2014-09-09 | 2014-12-10 | 广西大学 | Recycled concrete T-shaped steel tube special-shaped column |
| CN104196169A (en) * | 2014-09-09 | 2014-12-10 | 广西大学 | Recycled concrete cross steel tube special-shaped column |
| CN104264580A (en) * | 2014-10-16 | 2015-01-07 | 广西交通科学研究院 | Triangular section steel tube recycled concrete pier |
| CN104264904A (en) * | 2014-09-09 | 2015-01-07 | 广西大学 | Recycled concrete L-shaped steel tube special-shaped column |
| CN104278622A (en) * | 2014-10-20 | 2015-01-14 | 广西交通科学研究院 | Recycled-concrete cross steel-pipe special-shaped column pier |
| CN104278621A (en) * | 2014-10-20 | 2015-01-14 | 广西交通科学研究院 | Splice mounting type recycled concrete-filled steel tube Y-shaped bridge pier |
| CN104294754A (en) * | 2014-10-20 | 2015-01-21 | 广西交通科学研究院 | T-sectional recycled concrete filled tubular pier |
| CN104314001A (en) * | 2014-10-20 | 2015-01-28 | 广西交通科学研究院 | Reclaimed concrete U-shaped rib dumbbell type columnar pier |
| 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 |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101025034A (en) * | 2006-12-07 | 2007-08-29 | 沈阳建筑大学 | Special-shaped steel pipe concrete-core column |
| EA010209B1 (en) * | 2007-05-23 | 2008-06-30 | Общество С Ограниченной Ответственностью «Научно-Технический И Экспериментально-Проектный Центр "Аркос"» | Prefabricated reinforced concrete columns, butt joint thereof and method therefor |
| CN101487333A (en) * | 2009-02-13 | 2009-07-22 | 江苏南通二建集团有限公司 | Recycled concrete superposed column and its implementing method |
| CN201635257U (en) * | 2009-12-23 | 2010-11-17 | 崔正龙 | A component using recycled aggregate concrete |
| CN202644847U (en) * | 2012-05-22 | 2013-01-02 | 深圳市市政设计研究院有限公司 | CFST (Concrete Filled Steel Tube) combination column |
-
2013
- 2013-09-23 CN CN201310434554.8A patent/CN103541504A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101025034A (en) * | 2006-12-07 | 2007-08-29 | 沈阳建筑大学 | Special-shaped steel pipe concrete-core column |
| EA010209B1 (en) * | 2007-05-23 | 2008-06-30 | Общество С Ограниченной Ответственностью «Научно-Технический И Экспериментально-Проектный Центр "Аркос"» | Prefabricated reinforced concrete columns, butt joint thereof and method therefor |
| CN101487333A (en) * | 2009-02-13 | 2009-07-22 | 江苏南通二建集团有限公司 | Recycled concrete superposed column and its implementing method |
| CN201635257U (en) * | 2009-12-23 | 2010-11-17 | 崔正龙 | A component using recycled aggregate concrete |
| CN202644847U (en) * | 2012-05-22 | 2013-01-02 | 深圳市市政设计研究院有限公司 | CFST (Concrete Filled Steel Tube) combination column |
Non-Patent Citations (1)
| Title |
|---|
| 晏亮: "煤矸石混凝土及其结构构件性能试验研究", 《中国优秀硕士学位论文全文数据库》 * |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196171A (en) * | 2014-09-09 | 2014-12-10 | 广西大学 | Recycled concrete T-shaped steel tube special-shaped column |
| CN104196169A (en) * | 2014-09-09 | 2014-12-10 | 广西大学 | Recycled concrete cross steel tube special-shaped column |
| CN104264904A (en) * | 2014-09-09 | 2015-01-07 | 广西大学 | Recycled concrete L-shaped steel tube special-shaped column |
| CN104264580A (en) * | 2014-10-16 | 2015-01-07 | 广西交通科学研究院 | Triangular section steel tube recycled concrete pier |
| CN104264580B (en) * | 2014-10-16 | 2016-08-24 | 广西大学 | A kind of triangular form section steel pipe regeneration concrete pier stud |
| CN104278622A (en) * | 2014-10-20 | 2015-01-14 | 广西交通科学研究院 | Recycled-concrete cross steel-pipe special-shaped column pier |
| CN104278621A (en) * | 2014-10-20 | 2015-01-14 | 广西交通科学研究院 | Splice mounting type recycled concrete-filled steel tube Y-shaped bridge pier |
| CN104294754A (en) * | 2014-10-20 | 2015-01-21 | 广西交通科学研究院 | T-sectional recycled concrete filled tubular pier |
| CN104314001A (en) * | 2014-10-20 | 2015-01-28 | 广西交通科学研究院 | Reclaimed concrete U-shaped rib dumbbell type columnar pier |
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103541504A (en) | Special-shaped section steel tube recycled concrete core column | |
| CN103572895B (en) | Crack-damage-controllable FRP grid reinforced high-durability reinforced concrete column structure | |
| CN102704622A (en) | FRP (fiber reinforced plastic), concrete and hollow original bamboo cylindrical beam | |
| CN103967205A (en) | FRP (Fiber Reinforced Polymer) pipe-recycled concrete-steel pipe double-walled hollow combined member | |
| CN103541505A (en) | Steel rib glass concrete special-shaped section column | |
| CN103541501A (en) | Special-shaped section steel rib recycled concrete column | |
| CN103852386A (en) | Method for testing bending and shearing performance of steel fiber high-strength ceramsite concrete beam | |
| CN102635200A (en) | FRP (Fiberglass Reinforced Plastics), concrete and hollow original bamboo rectangular beam | |
| CN202578022U (en) | Bearing wall reinforcing body | |
| CN103541500A (en) | Special-shaped section steel tube glass concrete core column | |
| CN104060763A (en) | Z-shaped steel pipe-steel framework recycled concrete combined pillar | |
| CN103541503A (en) | Steel rib-steel tube recycled concrete combined column | |
| CN104088399A (en) | Cross-shaped steel pipe-steel rib recycled concrete combination column | |
| CN103541498A (en) | Steel rib-steel tube fiber concrete combined column | |
| CN204282645U (en) | A kind of new type FRP pipe-light weight concrete construction-shaped steel combination component | |
| CN104405082A (en) | Steel rib-steel pipe regenerated-concrete combined column with cross-shaped section | |
| CN104060762A (en) | L-shaped steel pipe-steel framework recycled concrete combined pillar | |
| CN103541507A (en) | Special-shaped section steel tube gangue concrete core column | |
| CN103541502A (en) | Steel rib-steel tube glass concrete combined column | |
| CN104088400A (en) | T-shaped steel pipe-steel rib recycled concrete combination column | |
| CN104405081A (en) | Steel skeleton-steel tube recycled concrete T-shaped section compound column | |
| CN202689336U (en) | Cylindrical beam formed by fiber reinforce plastic (FRP), concrete and hollow original bamboo | |
| CN103541499A (en) | Steel rib-steel tube gangue concrete combined column | |
| CN104005517B (en) | Enhanced type post and the practice bottom Concrete-Filled Square Steel Tube built-in round steel pipe regeneration concrete | |
| CN111827579A (en) | A steel tube desert sand lightweight aggregate concrete composite column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20140129 |