CN106930471A - A kind of quick assembled type pipe constrains prestressed component - Google Patents
A kind of quick assembled type pipe constrains prestressed component Download PDFInfo
- Publication number
- CN106930471A CN106930471A CN201710291115.4A CN201710291115A CN106930471A CN 106930471 A CN106930471 A CN 106930471A CN 201710291115 A CN201710291115 A CN 201710291115A CN 106930471 A CN106930471 A CN 106930471A
- Authority
- CN
- China
- Prior art keywords
- prestressed
- steel
- end plate
- assembled type
- tube
- 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
- 239000000463 material Substances 0.000 claims abstract description 30
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 229910001220 stainless steel Inorganic materials 0.000 claims description 9
- 239000010935 stainless steel Substances 0.000 claims description 9
- 239000002131 composite material Substances 0.000 claims description 7
- 239000004576 sand Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 230000006835 compression Effects 0.000 claims description 2
- 238000007906 compression Methods 0.000 claims description 2
- 238000009434 installation Methods 0.000 claims description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 4
- 238000012856 packing Methods 0.000 claims 3
- 239000000945 filler Substances 0.000 claims 1
- 210000002435 tendon Anatomy 0.000 abstract description 16
- 238000010276 construction Methods 0.000 abstract description 7
- 230000000452 restraining effect Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 5
- 239000004567 concrete Substances 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 239000004566 building material Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002301 combined effect Effects 0.000 description 1
- 239000004482 other powder Substances 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
一种快速装配式管约束预应力构件,包括预应力筋、外层管,外层管上下端分别设有端板,上下端板设有不等直径螺栓孔,端部带有螺纹的预应力筋插入套管中,两端连接上下端板上螺栓孔内的安装螺母,外层管内部及内部设有预应力筋的套管外设置内部填充材料,通过对内部填充材料施加预应力,利用外层管对内部填充材料的约束作用,使构件具有较高的承载力、良好的抗震与抗火性能,同时便于拆卸,实现外部管和内部材料的可重复利用。本发明适用于临时建筑的柱构件或永久性柱构件,其具有施工速度快,受力性能优越等优点,且构件中所有部件能重复利用,具有较好的经济效益。
A quick-assembled tube-constrained prestressed component, including prestressed tendons, outer tubes, end plates at the upper and lower ends of the outer tubes, bolt holes with unequal diameters on the upper and lower end plates, and prestressed prestressed tubes with threaded ends. The ribs are inserted into the casing, and the two ends are connected to the mounting nuts in the bolt holes on the upper and lower end plates. Internal filling materials are arranged inside the outer tube and outside the casing with prestressed tendons. By applying prestress to the internal filling materials, the The restraining effect of the outer tube on the inner filling material makes the component have a higher bearing capacity, good anti-seismic and fire resistance, and at the same time, it is easy to disassemble, realizing the reusability of the outer tube and the inner material. The present invention is suitable for column components or permanent column components of temporary buildings, and has the advantages of fast construction speed, superior mechanical performance, etc., and all parts in the components can be reused, and has better economic benefits.
Description
技术领域technical field
本发明属于建筑结构技术领域,具体涉及一种快速装配式管约束预应力构件。The invention belongs to the technical field of building structures, and in particular relates to a fast-assembling tube-constrained prestressed component.
背景技术Background technique
现今,突发性灾害日益受到重视,建造临时性建筑成为灾后重建工作的重要内容。临时性建筑可根据不同的使用需求,做出场地变换,整体或部分移动,而同时又能简易组装。在临时性建筑完成它的使命之后,建筑材料就变为永久性的要素,这就对建造临时建筑的材料提出了更高的生态要求,临时性建筑中建筑材料应从原料采集、产品的制造、应用过程和使用后的再循环利用等四个方面进行考虑。柱构件是临时结构中的主要受力构件,若关键柱构件发生破坏,甚至会引起结构的连续倒塌,给人民的生命和财产带来安全隐患。传统的柱构件常采用钢筋混凝土柱、钢-混凝土组合柱或钢柱,钢筋混凝土柱建造过程中造价最低,但由于需要支模、拆模等工序,因此施工速度慢且不宜拆除,不适用于临时建筑。钢-混凝土组合柱具有承载力高、抗震性能好、施工速度快等优点,用于临时性建筑中能发挥其力学性能优势,但对于需要拆除的临时性建筑,由于混凝土硬化后导致构件很难拆除,因此也不太适合用于临时性构件。对于钢结构构件,由于钢构件抗火性能差、刚度低等缺点,用于临时建筑中也存在一定缺陷。Nowadays, sudden disasters are getting more and more attention, and the construction of temporary buildings has become an important part of post-disaster reconstruction work. Temporary buildings can be changed according to different usage needs, the whole or part of them can be moved, and at the same time, they can be easily assembled. After the temporary building completes its mission, the building materials become permanent elements, which puts forward higher ecological requirements for the materials of temporary buildings. The building materials in temporary buildings should be collected from raw materials, manufactured products, Four aspects of application process and post-use recycling are considered. The column member is the main force-bearing member in the temporary structure. If the key column member is damaged, it will even cause the continuous collapse of the structure, which will bring safety hazards to people's lives and property. Traditional column components often use reinforced concrete columns, steel-concrete composite columns or steel columns. The construction cost of reinforced concrete columns is the lowest, but due to the need for formwork, formwork removal and other processes, the construction speed is slow and it is not suitable for demolition. It is not suitable for Temporary construction. Steel-concrete composite columns have the advantages of high bearing capacity, good seismic performance, and fast construction speed. They can be used in temporary buildings to give full play to their mechanical properties. demolition and are therefore not suitable for temporary components. For steel structural components, due to the disadvantages of poor fire resistance and low rigidity of steel components, there are also certain defects in temporary buildings.
发明内容Contents of the invention
本发明的目的是为解决传统钢筋混凝土柱、钢-混凝土组合柱和钢柱用于临时性建筑的缺陷,提出一种快速装配式管约束预应力构件,包括外层管、内部填充材料、预应力筋、套管、端板和螺母。The purpose of the present invention is to solve the defects of traditional reinforced concrete columns, steel-concrete composite columns and steel columns used in temporary buildings, and propose a quick-assembled tube-constrained prestressed component, including outer tubes, internal filling materials, prestressed Stress tendons, sleeves, end plates and nuts.
为了实现上述目的,本发明采用的技术方案是:In order to achieve the above object, the technical scheme adopted in the present invention is:
一种快速装配式管约束预应力构件,包括预应力筋、外层管,外层管上下端分别设有端板, 上下端板设有不等直径螺栓孔,端部带有螺纹的预应力筋插入套管中,两端连接上下端板上螺栓孔内的安装螺母,外层管内部及内部设有预应力筋的套管外设置内部填充材料;A quick-assembled tube-constrained prestressed member, including prestressed tendons, outer tubes, end plates at the upper and lower ends of the outer tubes, bolt holes with unequal diameters on the upper and lower end plates, and threaded prestressed parts at the ends. The ribs are inserted into the casing, and the two ends are connected to the mounting nuts in the bolt holes on the upper and lower end plates, and the inner filling material is set inside the outer tube and outside the casing with prestressed tendons inside;
所述的拧紧螺母对预应力筋施加预紧力,压缩内部填充材料,使构件形成整体共同受力。The tightening nut applies a pretightening force to the prestressed tendon, compresses the internal filling material, and makes the components form a whole to bear the force together.
所述的端板可与外层管接触或留有间隙。The end plate can be in contact with the outer tube or leave a gap.
所述的外层管采用圆形、矩形或多边形截面,采用不锈钢管、普通钢管、不锈钢复合管或FRP管。The outer layer pipe adopts circular, rectangular or polygonal cross-section, and adopts stainless steel pipe, ordinary steel pipe, stainless steel composite pipe or FRP pipe.
所述的内部填充材料采用沙子、土壤或其他粉末性填充物。The internal filling material is sand, soil or other powder fillings.
所述的套管采用塑料套管、钢套管或FRP套管。The sleeves are plastic sleeves, steel sleeves or FRP sleeves.
所述的端板可以采用普通钢板或不锈钢钢板,所述的端板横截面为凸字型。The end plate can be made of ordinary steel plate or stainless steel plate, and the cross section of the end plate is convex.
本发明的有益效果是:The beneficial effects of the present invention are:
本发明利用外层管和内部填充材料的组合作用,通过对内部填充材料施加纵向预应力,使内部填充材料产生横向变形,外层管处于环向受拉状态,能有效约束内部材料使其处于三向受压状态,显著提高构件的承载力、延性和耗能能力。此类构件相对于传统钢筋混凝土构件,具有施工速度快、承载力高、抗震性能好等优点;相对于钢-混凝土组合构件,具有拆卸方便的特点,当构件拆除后,卸载施加在内部填充材料上的预应力,内部材料可方便取出,从而实现外部管结构和内部材料的重复利用;相对于传统钢构件,具有刚度大、承载力高、抗火性能好等优点,因此快速装配式管约束预应力构件在临时性建筑中具有广阔的应用前景,同时由于其优越的力学性能,也可作为永久性构件使用。The present invention utilizes the combined effect of the outer layer tube and the inner filling material, by applying longitudinal prestress to the inner filling material, causing the inner filling material to produce transverse deformation, and the outer layer tube is in a state of hoop tension, which can effectively restrain the inner material so that it is in a state of In the three-way compression state, the bearing capacity, ductility and energy dissipation capacity of the component are significantly improved. Compared with traditional reinforced concrete components, this type of component has the advantages of fast construction speed, high bearing capacity, and good seismic performance; compared with steel-concrete composite components, it has the characteristics of easy disassembly. When the component is removed, unloading is applied to the internal filling material The prestressing on the surface, the internal material can be easily taken out, so as to realize the reuse of the external pipe structure and internal materials; compared with the traditional steel components, it has the advantages of high rigidity, high bearing capacity, and good fire resistance, so the rapid assembly type pipe restraint Prestressed components have broad application prospects in temporary buildings, and can also be used as permanent components due to their superior mechanical properties.
附图说明Description of drawings
图1是本发明的快速装配式管约束预应力构件竖向剖面图。Fig. 1 is a vertical sectional view of the quick-fit tube-constrained prestressed member of the present invention.
图2是本发明的快速装配式管约束预应力构件横断面图。Fig. 2 is a cross-sectional view of the quick-fit tube restraint prestressed member of the present invention.
图3端板剖面图。Figure 3 Sectional view of the end plate.
具体实施方式detailed description
结合附图对本发明进一步叙述。The present invention is further described in conjunction with accompanying drawing.
如图1、2、3所示,一种快速装配式管约束预应力构件,包括预应力筋1、外层管3,其特征在于,外层管3上下端分别设有端板5, 上下端板5设有不等直径螺栓孔7,端部带有螺纹的预应力筋1插入套管2中,两端连接上下端板5上螺栓孔7内的安装螺母6,外层管3内部及内部设有预应力筋1的套管2外设置内部填充材料4;As shown in Figures 1, 2, and 3, a quick-assembly tube-constrained prestressed member includes prestressed tendons 1 and an outer layer tube 3, and is characterized in that the upper and lower ends of the outer layer tube 3 are respectively provided with end plates 5, and the upper and lower The end plate 5 is provided with bolt holes 7 of different diameters, the prestressed tendon 1 with thread at the end is inserted into the casing 2, and the two ends are connected to the mounting nuts 6 in the bolt holes 7 on the upper and lower end plates 5, and the inner part of the outer tube 3 And the inner filling material 4 is arranged outside the casing 2 with the prestressed tendon 1 inside;
所述的拧紧螺母6对预应力筋1施加预紧力,压缩内部填充材料4,使构件形成整体共同受力。The tightening nut 6 applies a pre-tightening force to the prestressed tendon 1, and compresses the internal filling material 4, so that the components form a whole to bear force together.
所述的端板5可与外层管3接触或留有间隙。The end plate 5 can be in contact with the outer tube 3 or leave a gap.
所述的外层管3采用圆形、矩形或多边形截面,采用不锈钢管、普通钢管、不锈钢复合管或FRP管。The outer tube 3 adopts a circular, rectangular or polygonal section, and adopts stainless steel tube, common steel tube, stainless steel composite tube or FRP tube.
所述的内部填充材料4采用沙子、土壤或其他粉末性填充物。The internal filling material 4 is sand, soil or other powdery fillings.
所述的套管2采用塑料套管、钢套管或FRP套管。The casing 2 is a plastic casing, a steel casing or an FRP casing.
所述的端板5可以采用普通钢板或不锈钢钢板,所述的端板5横截面为凸字型。The end plate 5 can be made of ordinary steel plate or stainless steel plate, and the cross section of the end plate 5 is convex.
本发明的工作原理是:The working principle of the present invention is:
首先将端部带有螺纹的预应力筋1插入套管2中;然后将带有套管2的预应力筋1放入外层管3中,将带有预定螺栓孔的下端板5固定在外层管3的底部,采用安装螺母6固定预应力筋1,端板5可做成图3所示变截面形式,截面较小的一侧端板5插入外层管3中,端板5上开设不等直径螺栓孔7;随后将内部填充材料4填充到外层管3中,将带有预定螺栓孔的上端板5设置在外层管3顶部,随后在预应力筋3上部安装螺母6,螺母6放置在螺栓孔7中,拧紧螺母6对预应力筋1施加预紧力,从而压缩内部填充材料4,施加到预定预紧力后即可完成构件的安装,使构件形成整体共同受力。First, insert the prestressed tendons 1 with threaded ends into the casing 2; then put the prestressed tendons 1 with the casing 2 into the outer tube 3, and fix the lower end plate 5 with predetermined bolt holes on the outer At the bottom of the layer pipe 3, the prestressed tendon 1 is fixed by the mounting nut 6, and the end plate 5 can be made into a variable cross-section form as shown in Figure 3. The end plate 5 on the side with a smaller cross-section is inserted into the outer layer pipe 3, and the Bolt holes 7 with different diameters are opened; then the internal filling material 4 is filled into the outer tube 3, the upper end plate 5 with predetermined bolt holes is set on the top of the outer tube 3, and then nuts 6 are installed on the upper part of the prestressing tendons 3, The nut 6 is placed in the bolt hole 7, and the nut 6 is tightened to apply a pre-tightening force to the prestressed tendon 1, thereby compressing the internal filling material 4, and the installation of the component can be completed after the predetermined pre-tightening force is applied, so that the component forms a whole joint force .
该方法是在管内填充材料,通过对内部填充材料施加预应力,利用外层管对内部填充材料的约束作用,使构件具有较高的承载力和良好的抗火性能,便于拆卸,同时实现外部管和内部材料的重复利用。具体实施方法:在管内填充材料后,通过管内设置的预应力筋对核心填充材料施加预应力,根据使用功能的需求,外部管可承担部分竖向荷载或不承担竖向荷载,待预应力施加完毕且端板固定后,即形成整体受力构件。本发明适用于临时建筑的柱构件也可用于永久性柱构件,构件具有承载力高、抗震性能优越等优点,且构件中所有部件均能重复利用,具有较好的经济效益。The method is to fill the tube with material, and by applying prestress to the internal filling material, the outer layer tube is used to restrain the internal filling material, so that the component has high bearing capacity and good fire resistance, which is easy to disassemble, and at the same time realizes the external Reuse of tubes and interior materials. Specific implementation method: After the material is filled in the tube, prestressing is applied to the core filling material through the prestressed tendons set in the tube. According to the requirements of the use function, the outer tube can bear part of the vertical load or not bear the vertical load. After the completion and the end plate is fixed, the integral force-bearing member is formed. The column component of the invention applicable to temporary buildings can also be used for permanent column components. The component has the advantages of high bearing capacity and superior seismic performance, and all components in the component can be reused, which has good economic benefits.
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710291115.4A CN106930471A (en) | 2017-04-28 | 2017-04-28 | A kind of quick assembled type pipe constrains prestressed component |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710291115.4A CN106930471A (en) | 2017-04-28 | 2017-04-28 | A kind of quick assembled type pipe constrains prestressed component |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106930471A true CN106930471A (en) | 2017-07-07 |
Family
ID=59437465
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710291115.4A Pending CN106930471A (en) | 2017-04-28 | 2017-04-28 | A kind of quick assembled type pipe constrains prestressed component |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106930471A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108118830A (en) * | 2017-12-27 | 2018-06-05 | 易春梅 | A kind of steel structure concrete column based on BIM |
CN115288292A (en) * | 2022-08-26 | 2022-11-04 | 安徽省高迪循环经济产业园股份有限公司 | Assembled steel structure frame and integrated house |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201943070U (en) * | 2011-01-28 | 2011-08-24 | 宿迁市固丰管桩有限公司 | Toughened type prestress centrifugal concrete pile |
CN202323939U (en) * | 2011-11-22 | 2012-07-11 | 上海中技桩业股份有限公司 | Round end plate of prestressed concrete pipe pile |
CN203583777U (en) * | 2013-09-23 | 2014-05-07 | 江苏建筑职业技术学院 | Prestressed round-pile core-filled concrete column |
US20150113913A1 (en) * | 2012-05-29 | 2015-04-30 | Ajou University Industry-Academic Cooperation Foundation | Hollow structure, and preparation method thereof |
JP2016008441A (en) * | 2014-06-25 | 2016-01-18 | 株式会社日本ピーエス | Structure and manufacturing method for prestressed concrete member |
-
2017
- 2017-04-28 CN CN201710291115.4A patent/CN106930471A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201943070U (en) * | 2011-01-28 | 2011-08-24 | 宿迁市固丰管桩有限公司 | Toughened type prestress centrifugal concrete pile |
CN202323939U (en) * | 2011-11-22 | 2012-07-11 | 上海中技桩业股份有限公司 | Round end plate of prestressed concrete pipe pile |
US20150113913A1 (en) * | 2012-05-29 | 2015-04-30 | Ajou University Industry-Academic Cooperation Foundation | Hollow structure, and preparation method thereof |
CN203583777U (en) * | 2013-09-23 | 2014-05-07 | 江苏建筑职业技术学院 | Prestressed round-pile core-filled concrete column |
JP2016008441A (en) * | 2014-06-25 | 2016-01-18 | 株式会社日本ピーエス | Structure and manufacturing method for prestressed concrete member |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108118830A (en) * | 2017-12-27 | 2018-06-05 | 易春梅 | A kind of steel structure concrete column based on BIM |
CN115288292A (en) * | 2022-08-26 | 2022-11-04 | 安徽省高迪循环经济产业园股份有限公司 | Assembled steel structure frame and integrated house |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103967214B (en) | Multi-cavity steel tube concrete embedded round steel pipe regeneration concrete band batten plate coupled column | |
CN108049517A (en) | A kind of external replaceable energy consuming components Self-resetting RC frame foot joints | |
CN207776139U (en) | A kind of external replaceable energy consuming components Self-resetting RC frame foot joints | |
CN103273663B (en) | Manufacturing method of maintenance-free steel-composite material buckling restrained brace | |
CN106812229A (en) | Combination constraint double steel plate concrete shear force wall and its construction method | |
CN201162310Y (en) | Carbon Fiber Reinforced Plastic Steel Frame-Concrete Steel Tube Composite Column | |
CN103410240A (en) | Anti-buckling supporting member with lattice type double-rectangular-pipe cross section | |
CN106930471A (en) | A kind of quick assembled type pipe constrains prestressed component | |
CN204343699U (en) | A kind of concrete column compressive pre-stress steel pile casting | |
CN109025066A (en) | A kind of assembled hollow sandwich steel tube concrete pole and preparation method thereof | |
CN104631850B (en) | Compressive pre-stress steel pile casting bar planting expand the reinforcement of concrete post method of section | |
CN205444693U (en) | Thin wall steel tube - reinforcing bar recycled concrete combination column | |
CN108060718A (en) | A kind of detachable assembling type column and basic ductility joint connection mode | |
CN205063181U (en) | Steel tube concrete laminated column | |
CN1008643B (en) | Steel pipe column with packing | |
CN106088474A (en) | Rectangular steel pipe GFRP pipe concrete coupled column | |
CN105442753A (en) | Reinforcing steel bar component | |
CN205591430U (en) | Reinforcing steel bar subassembly | |
CN209443360U (en) | A kind of concrete pier of steel tube | |
CN206467902U (en) | A kind of fiber steel pipe concrete structure with relief groove | |
CN115263018B (en) | Multistage reset-multistage energy consumption buckling restrained brace | |
CN105421587B (en) | Fill husky steel pipe composite component and preparation method thereof | |
CN206681208U (en) | One kind combination constraint double steel plate concrete shear force wall | |
CN107060215B (en) | A kind of fiber-steel composite tube concrete structure manufacturing method with decompression groove | |
CN216277074U (en) | Reinforced concrete column reinforcing assembly |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170707 |