CN105442753A - Reinforcing steel bar component - Google Patents
Reinforcing steel bar component Download PDFInfo
- Publication number
- CN105442753A CN105442753A CN201510980539.2A CN201510980539A CN105442753A CN 105442753 A CN105442753 A CN 105442753A CN 201510980539 A CN201510980539 A CN 201510980539A CN 105442753 A CN105442753 A CN 105442753A
- Authority
- CN
- China
- Prior art keywords
- confinement tube
- steel bar
- reinforcing
- reinforcing steel
- reinforcing bar
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a reinforcing steel bar component which comprises a restraint pipe, a steer bar and a filling layer, wherein the steel bar is provided with a first end part and a second end part and arranged in the restraint pipe; at least one of the first and second end parts of the steel bar extends out of the restraint pipe; a clearance between the restraint pipe and the steel bar is filled with the filling layer. According to the embodiment of the invention, the reinforcing steel bar component has the advantages of low buckling possibility, high bearing capacity, good anti-seismic property and the like.
Description
Technical field
The present invention relates to building field, in particular to reinforcing steel bar assembly.
Background technology
In recent years, along with the continuous increase of building height, higher requirement for bearing capacity is proposed to reinforced concrete post.And taking place frequently of earthquake disaster, also make the anti-seismic performance of reinforced concrete post attract people's attention.
Summary of the invention
The application makes the discovery of the following fact and problem and understanding based on inventor: in highly higher building structure, reinforced concrete post is easily destroyed, and higher axial load proposes higher requirement for bearing capacity to reinforced concrete post.Under the effect of high axial compression ratio, circulation lateral load, post base concrete topping can peel off, and longitudinal reinforcement generation flexing makes core concrete crush, and causes reinforced concrete post to lose bearing capacity.Therefore, the flexing in advance of longitudinal reinforcement is the main cause causing reinforced concrete post anti-seismic performance lower.For other reinforced concrete members, as beam, shear wall etc., also there is inner reinforcing bar and shift to an earlier date flexing under the effect of high axial force, cause the reduction of structural bearing capacity, thus cause comparatively serious economic loss.
The present invention is intended to solve one of technical problem in correlation technique at least to a certain extent.For this reason, the present invention proposes a kind of reinforcing steel bar assembly with not easily flexing, bearing capacity is large, anti-seismic performance is good advantage.
Reinforcing steel bar assembly according to the embodiment of the present invention comprises: confinement tube; Reinforcing bar, described reinforcing bar has first end and the second end, and described reinforcing bar is located in described confinement tube, and at least one in the first end of described reinforcing bar and the second end stretches out described confinement tube; And packed layer, described packed layer is filled in the space between described confinement tube and described reinforcing bar.
According to the reinforcing steel bar assembly of the embodiment of the present invention, there is not easily flexing, the advantage such as bearing capacity is large, anti-seismic performance is good.
In addition, reinforcing steel bar assembly according to the above embodiment of the present invention can also have following additional technical characteristic:
According to one embodiment of present invention, described confinement tube is fibre reinforced composites pipe.
According to one embodiment of present invention, identical with the circumference of described confinement tube or the fibre placement direction of described confinement tube and the circumference of described confinement tube the angle in the fibre placement direction of described confinement tube is less than or equal to preset value, preferably, described preset value is more than or equal to 5 degree and is less than or equal to 15 degree.
According to one embodiment of present invention, the interior edge of the cross section of described confinement tube and outer are the one in circular and quadrangle.
According to one embodiment of present invention, described reinforcing bar is one, the central axis of a described reinforcing bar and the central axes of described confinement tube, described reinforcing bar is multiple, or, multiple described reinforcing bar is positioned at the first circumference circumferentially and along described confinement tube and arranges equally spacedly, the central axis of described first circumference and the central axes of described confinement tube.
According to one embodiment of present invention, interior edge and the outer of the cross section of described confinement tube are quadrangle, and described reinforcing bar is four, and four described reinforcing bars are located at four corners of described confinement tube correspondingly.
According to one embodiment of present invention, each corner of described confinement tube is configured with chamfering.
According to one embodiment of present invention, described packed layer is made up of gel rubber material.
According to one embodiment of present invention, described gel rubber material is selected from least one in penetrative polymer mortar, fine concrete and environmentally friendly concrete.
According to one embodiment of present invention, described environmentally friendly concrete is selected from least one in regenerated aggregate concrete and building refuse concrete.
Accompanying drawing explanation
Fig. 1 is the structural representation of the reinforcing steel bar assembly according to the embodiment of the present invention;
Fig. 2 is the sectional view of reinforcing steel bar assembly according to first embodiment of the invention;
Fig. 3 is the sectional view of the reinforcing steel bar assembly according to second embodiment of the present invention;
Fig. 4 is the sectional view of the reinforcing steel bar assembly according to the 3rd embodiment of the present invention;
Fig. 5 is the sectional view of the reinforcing steel bar assembly according to the 4th embodiment of the present invention;
Fig. 6 is the sectional view of the reinforcing steel bar assembly according to the 5th embodiment of the present invention;
Fig. 7 is the sectional view of reinforcing steel bar assembly according to a sixth embodiment of the present.
Detailed description of the invention
Be described below in detail embodiments of the invention, the example of described embodiment is shown in the drawings.Be exemplary below by the embodiment be described with reference to the drawings, be intended to for explaining the present invention, and can not limitation of the present invention be interpreted as.
Below with reference to the accompanying drawings reinforcing steel bar assembly 10 according to the embodiment of the present invention is described.As shown in Fig. 1-Fig. 7, comprise confinement tube 101, reinforcing bar 102 and packed layer 103 according to the reinforcing steel bar assembly 10 of the embodiment of the present invention.
Reinforcing bar 102 has first end 1021 and the second end 1022, and reinforcing bar 102 is located in confinement tube 101, and at least one in the first end 1021 of reinforcing bar 102 and the second end 1022 stretches out confinement tube 101.Packed layer 103 is filled in the space between confinement tube 101 and reinforcing bar 102.In other words, packed layer 103 is sleeved on reinforcing bar 102, and confinement tube 101 is sleeved on packed layer 103.
Reinforcing steel bar assembly 10 according to the embodiment of the present invention can be used alone, also can to combinationally use together with other reinforcement welding.Specifically, the part of stretching out confinement tube 101 of reinforcing bar 102 can together with other reinforcement welding.
Reinforcing bar there will be elastic buckling or surrender post-buckling when pressurized, cause the forfeiture of steel reinforcement bearing capacity and energy dissipation capacity.In known reinforced concrete structure; longitudinal reinforcement is generally arranged along structural perimeter, and when structure compression damage, topping peels off; the drum that inner concrete generation lateral expansion causes compressive reinforcement more easily to occur to member exterior is bent, causes the forfeiture of the supporting capacity of component.
After carrying out parcel constraint by utilizing confinement tube 101 and packed layer 103 pairs of reinforcing bars 102, as long as external structure has enough hoop rigidities, the lateral deformation of reinforcing bar 102 can be retrained effectively, thus makes the part of reinforcing bar 102 in confinement tube 101 flexing not occur.
According to the reinforcing steel bar assembly 10 of the embodiment of the present invention by utilizing confinement tube 101 and the packed layer 103 be filled between confinement tube 101 and reinforcing bar 102 retrains the part of reinforcing bar 102, thus can guarantee that reinforcing bar 102 flexing does not occur in restriction range, namely there is not flexing in the part being positioned at confinement tube 101 of reinforcing bar 102, greatly can improve anti-seismic performance and the bearing capacity of the building structure using reinforcing steel bar assembly 10 thus.
And, according to the reinforcing steel bar assembly 10 of the embodiment of the present invention, there is simple structure, apply conveniently, be easy to prefabrication, reduce the advantages such as difficulty of construction, thus make reinforcing steel bar assembly 10 become the building unit of low-cost and high-performance, can produce in batches, be applicable in current all kinds of building structure, the performance of building structure can be promoted, there is higher technical economic benefit.
In the bottom column that may be used for general structure according to the reinforcing steel bar assembly 10 of the embodiment of the present invention and super high rise structure.When guarantee conventional concrete construction method, construction measure change little, reinforcing steel bar assembly 10 can be conveniently used in concrete structure, replace the reinforcing bar that in concrete structure, axial pressure is larger, thus improve bearing capacity and the anti-seismic performance of concrete structure.
Therefore, according to the reinforcing steel bar assembly 10 of the embodiment of the present invention, there is not easily flexing, the advantage such as bearing capacity is large, anti-seismic performance is good.
In addition, when using reinforcing steel bar assembly 10, the spacing that multiple reinforcing steel bar assembly 10 is arranged is unsuitable excessive, ensures also flexing not to occur when thin smaller of the length of stretching out the part of confinement tube 101 of reinforcing bar 102.
As shown in Fig. 1-Fig. 7, comprise confinement tube 101, reinforcing bar 102 and packed layer 103 according to the reinforcing steel bar assembly 10 of some embodiments of the present invention.
Confinement tube 101 is fibre reinforced composites pipe, and namely confinement tube 101 is made up of fibre reinforced composites (FRP).Fibre reinforced composites are a kind of lightweight, high-strength, convenient formation, corrosion resistant new material.Particularly, the part that the restrained pipe 101 of reinforcing bar 102 retrains can change according to design and force analysis structure, and confinement tube 101 can wrap the position that flexing the most easily occurs reinforcing bar 102 in use.
Specifically, fibre reinforced composites are after being mixed according to a certain percentage with matrix material by fibrous material, through mould extruding, drawing and the high-performance shaped material that formed.Confinement tube 101 can adopt Mechanical entanglement method to make on winding machine.When making, fibre reinforced composites cloth is arranged on creel, the unwinding on creel of fibre reinforced composites cloth, through tension system, natural resin groove, Guide head, by little side board band, it moves back and forth and disturbs on the mandrel turned round (mould).
Fiber disturbs angle and fiber alignment density degree is preset according to intensity, and carrys out controling parameters exactly by the rotating speed of mandrel (mould) and the ratio of the reciprocating speed of dolly.After solidification, by the composite product demoulding disturbed, thus form confinement tube 101.The confinement tube 101 be made up of fibre reinforced composites has that quality is light, hardness is large, mechanical strength advantages of higher.
In one embodiment of the invention, the fibre placement direction of confinement tube 101 is identical with the circumference of confinement tube 101 (unanimously), namely the fiber of confinement tube 101 extends along the circumference of confinement tube 101, and in other words, the fibre placement direction of confinement tube 101 is hoop.Confinement tube 101 can be made thus to have higher hoop rigidity and intensity.
In addition, the angle of the fibre placement direction of confinement tube 101 and the circumference of confinement tube 101 is less than or equal to preset value.That is, the fibre placement direction of confinement tube 101 is approximate hoop.Confinement tube 101 can be made thus to have higher hoop rigidity and intensity.
Advantageously, this preset value is more than or equal to 5 degree and is less than or equal to 15 degree, and namely the angle of the fibre placement direction of confinement tube 101 and the circumference of confinement tube 101 is more than or equal to 5 degree and is less than or equal to 15 degree.
As Figure 1-Figure 4, interior edge and the outer of the cross section of confinement tube 101 are circle, and namely the cross section of confinement tube 101 is circular.
As shown in Figure 5-Figure 7, the interior edge of the cross section of confinement tube 101 and outer are quadrangle (such as rectangle), and namely the cross section of confinement tube 101 is quadrangle.Advantageously, as shown in Figure 5-Figure 7, each turning 1011 place of confinement tube 101 is configured with chamfering.
In an example of the present invention, as shown in Fig. 1-Fig. 3, Fig. 5 and Fig. 6, reinforcing bar 102 is one.Advantageously, as shown in Figure 3 and Figure 5, the central axis of a reinforcing bar 102 and the central axes of confinement tube 101.
As shown in Figure 2 and Figure 6, the central axis of the center axis deviation confinement tube 101 of a reinforcing bar 102.
In another example of the present invention, as shown in figs. 4 and 7, reinforcing bar 102 is multiple, and multiple reinforcing bar 102 is located in confinement tube 101 at interval.
Advantageously, as shown in Figure 4, multiple reinforcing bar 102 is positioned at first circumferentially, and multiple reinforcing bar 102 is arranged equally spacedly along the circumference of confinement tube 101, the central axis of this first circumference and the central axes of confinement tube 101.That is, the center of circle of this first circumference is positioned on the central axis of confinement tube 101.In other words, multiple reinforcing bar 102 is arranged equally spacedly around the central axis of confinement tube 101.
When in the cross section of confinement tube 101, edge and outer are quadrangle, reinforcing bar 102 is located at turning 1011 place of confinement tube 101.Such as, reinforcing bar 102 is four, and four reinforcing bars 102 are located at four turnings 1011 place of confinement tube 101 correspondingly.
Wherein, at least one in the first end 1021 of reinforcing bar 102 and the second end 1022 stretches out confinement tube 101, so that together with other reinforcement welding.
As shown in Fig. 1-Fig. 7, packed layer 103 is filled in the space between confinement tube 101 and reinforcing bar 102.Wherein, confinement tube 101 and packed layer 103 form outside FRP pipe concrete structure.
Advantageously, packed layer 103 is made up of gel rubber material.This gel rubber material is selected from least one in penetrative polymer mortar, fine concrete and environmentally friendly concrete.Wherein, this environmentally friendly concrete is selected from least one in regenerated aggregate concrete and building refuse concrete.
Wherein, penetrative polymer mortar and fine concrete (such as common fine concrete) abundance, use extensively, constructability is drawn materials.Aggregate size in this common fine concrete only need guarantee successfully to build in confinement tube 101 and closely knit.This environmentally friendly concrete mainly refers to the concrete produced by the regeneration of solid waste, and namely environmentally friendly concrete is that raw material is the regeneration concrete of discarded object at least partially.Therefore, this environmentally friendly concrete is the building material of sustainable development.
Certainly, the manufactured materials of packed layer 103 is not limited to above-mentioned material, packed layer 103 can also by other can provide higher stiffness, intensity and and concrete between the cementitious material of adhesion stress make.
Can according to following steps manufacture according to the reinforcing steel bar assembly 10 of the embodiment of the present invention:
Step 1: punch in common templates, the diameter in this hole and the diameter adaptation of reinforcing bar 102 are so that reinforcing bar 102 is through this hole, and the position in this hole and the position degree of reinforcing bar 102 in confinement tube 101 should.
Step 2: inserted by reinforcing bar 102 in confinement tube 101, utilizes the template of punching to position the position of reinforcing bar 102 in cross section, and utilizes the lower ending opening of this form for seal confinement tube 101, prevent the fill material seepage for the formation of packed layer 103.
Step 3: build the fill material for the formation of packed layer 103 between reinforcing bar 102 and confinement tube 101, vibration compacting, material cured to be filled.
By utilizing the reinforcing steel bar assembly 10 according to the embodiment of the present invention, can ensure that the compressive reinforcement (reinforcing bar 102) in concrete component flexing does not occur, thus ensure reinforcing bar 102 ductility and energy consumption ability preferably.Meanwhile, the exploitativeness of reinforcing steel bar assembly 10 is strong, and be convenient to make, and it is cost-saving that novel sustainable development material can be utilized, and obtain high-performance component, the sustainable development for future architecture industry provides a kind of effective way.
In describing the invention, it will be appreciated that, term " " center ", " longitudinal direction ", " transverse direction ", " length ", " width ", " thickness ", " on ", D score, " front ", " afterwards ", " left side ", " right side ", " vertically ", " level ", " top ", " end " " interior ", " outward ", " clockwise ", " counterclockwise ", " axis ", " radial direction ", orientation or the position relationship of the instruction such as " circumference " are based on orientation shown in the drawings or position relationship, only the present invention for convenience of description and simplified characterization, instead of indicate or imply that the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore limitation of the present invention can not be interpreted as.
In addition, term " first ", " second " only for describing object, and can not be interpreted as instruction or hint relative importance or imply the quantity indicating indicated technical characteristic.Thus, be limited with " first ", the feature of " second " can express or impliedly comprise at least one this feature.In describing the invention, the implication of " multiple " is at least two, such as two, three etc., unless otherwise expressly limited specifically.
In the present invention, unless otherwise clearly defined and limited, the term such as term " installation ", " being connected ", " connection ", " fixing " should be interpreted broadly, and such as, can be fixedly connected with, also can be removably connect, or integral; Can be mechanical connection, also can be electrical connection or each other can communication; Can be directly be connected, also indirectly can be connected by intermediary, can be the connection of two element internals or the interaction relationship of two elements, unless otherwise clear and definite restriction.For the ordinary skill in the art, above-mentioned term concrete meaning in the present invention can be understood as the case may be.
In the present invention, unless otherwise clearly defined and limited, fisrt feature second feature " on " or D score can be that the first and second features directly contact, or the first and second features are by intermediary mediate contact.And, fisrt feature second feature " on ", " top " and " above " but fisrt feature directly over second feature or oblique upper, or only represent that fisrt feature level height is higher than second feature.Fisrt feature second feature " under ", " below " and " below " can be fisrt feature immediately below second feature or tiltedly below, or only represent that fisrt feature level height is less than second feature.
In the description of this manual, specific features, structure, material or feature that the description of reference term " embodiment ", " some embodiments ", " example ", " concrete example " or " some examples " etc. means to describe in conjunction with this embodiment or example are contained at least one embodiment of the present invention or example.In this manual, to the schematic representation of above-mentioned term not must for be identical embodiment or example.And the specific features of description, structure, material or feature can combine in one or more embodiment in office or example in an appropriate manner.In addition, when not conflicting, the feature of the different embodiment described in this manual or example and different embodiment or example can carry out combining and combining by those skilled in the art.
Although illustrate and describe embodiments of the invention above, be understandable that, above-described embodiment is exemplary, can not be interpreted as limitation of the present invention, and those of ordinary skill in the art can change above-described embodiment within the scope of the invention, revises, replace and modification.
Claims (10)
1. a reinforcing steel bar assembly, is characterized in that, comprising:
Confinement tube;
Reinforcing bar, described reinforcing bar has first end and the second end, and described reinforcing bar is located in described confinement tube, and at least one in the first end of described reinforcing bar and the second end stretches out described confinement tube; With
Packed layer, described packed layer is filled in the space between described confinement tube and described reinforcing bar.
2. reinforcing steel bar assembly according to claim 1, is characterized in that, described confinement tube is fibre reinforced composites pipe.
3. reinforcing steel bar assembly according to claim 2, it is characterized in that, identical with the circumference of described confinement tube or the fibre placement direction of described confinement tube and the circumference of described confinement tube the angle in the fibre placement direction of described confinement tube is less than or equal to preset value, preferably, described preset value is more than or equal to 5 degree and is less than or equal to 15 degree.
4. reinforcing steel bar assembly according to claim 1, is characterized in that, the interior edge of the cross section of described confinement tube and outer are the one in circular and quadrangle.
5. reinforcing steel bar assembly according to claim 4, is characterized in that,
Described reinforcing bar is one, the central axis of a described reinforcing bar and the central axes of described confinement tube, and described reinforcing bar is multiple,
Or multiple described reinforcing bar is positioned at the first circumference circumferentially and along described confinement tube and arranges equally spacedly, the central axis of described first circumference and the central axes of described confinement tube.
6. reinforcing steel bar assembly according to claim 4, is characterized in that, interior edge and the outer of the cross section of described confinement tube are quadrangle, and described reinforcing bar is four, and four described reinforcing bars are located at four corners of described confinement tube correspondingly.
7. reinforcing steel bar assembly according to claim 6, is characterized in that, each corner of described confinement tube is configured with chamfering.
8. reinforcing steel bar assembly according to claim 1, is characterized in that, described packed layer is made up of gel rubber material.
9. the reinforcing steel bar assembly according to any one of claim 1-8, is characterized in that, described gel rubber material is selected from least one in penetrative polymer mortar, fine concrete and environmentally friendly concrete.
10. the reinforcing steel bar assembly according to any one of claim 1-9, is characterized in that, described environmentally friendly concrete is selected from least one in regenerated aggregate concrete and building refuse concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510980539.2A CN105442753A (en) | 2015-12-23 | 2015-12-23 | Reinforcing steel bar component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510980539.2A CN105442753A (en) | 2015-12-23 | 2015-12-23 | Reinforcing steel bar component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105442753A true CN105442753A (en) | 2016-03-30 |
Family
ID=55553344
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510980539.2A Pending CN105442753A (en) | 2015-12-23 | 2015-12-23 | Reinforcing steel bar component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105442753A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487225A (en) * | 2018-04-03 | 2018-09-04 | 中国矿业大学 | A kind of fiber reinforcement confinement tube rubble pressure bearing pile and preparation method thereof |
| CN109992814A (en) * | 2017-12-22 | 2019-07-09 | 达索系统公司 | For designing the method for tying up muscle for surrounding more concrete reinforcements |
| CN110839447A (en) * | 2019-11-21 | 2020-02-28 | 南京凯富太阳能科技有限公司 | Embedded part for greenhouse construction and use method thereof |
| CN114991388A (en) * | 2022-07-15 | 2022-09-02 | 西安建筑科技大学 | Reinforced concrete composite column containing mixed steel bars and construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2264942A1 (en) * | 1974-03-21 | 1975-10-17 | Desbordes Jean Louis | Anti-cracking piece for reinforced concrete - comprises sheath which encloses the lengthwise bar of the reinforcement |
| JP2008069606A (en) * | 2006-09-15 | 2008-03-27 | Nippon Steel Corp | Reinforcing structure and reinforcing method of cross-sectional h shape steel material |
| CN101575915A (en) * | 2009-05-27 | 2009-11-11 | 清华大学 | Technology for anti-buckling and reinforcing metal structure by adopting fiber-reinforced composite |
| CN102493602A (en) * | 2011-11-29 | 2012-06-13 | 东南大学 | Ductile concrete column capable of delaying local buckling of steel bars and manufacturing method thereof |
| CN203066356U (en) * | 2013-03-07 | 2013-07-17 | 重庆大学 | Reinforced concrete column with local buckling constraint of longitudinal bars |
| CN205591430U (en) * | 2015-12-23 | 2016-09-21 | 清华大学 | Reinforcing steel bar subassembly |
-
2015
- 2015-12-23 CN CN201510980539.2A patent/CN105442753A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2264942A1 (en) * | 1974-03-21 | 1975-10-17 | Desbordes Jean Louis | Anti-cracking piece for reinforced concrete - comprises sheath which encloses the lengthwise bar of the reinforcement |
| JP2008069606A (en) * | 2006-09-15 | 2008-03-27 | Nippon Steel Corp | Reinforcing structure and reinforcing method of cross-sectional h shape steel material |
| CN101575915A (en) * | 2009-05-27 | 2009-11-11 | 清华大学 | Technology for anti-buckling and reinforcing metal structure by adopting fiber-reinforced composite |
| CN102493602A (en) * | 2011-11-29 | 2012-06-13 | 东南大学 | Ductile concrete column capable of delaying local buckling of steel bars and manufacturing method thereof |
| CN203066356U (en) * | 2013-03-07 | 2013-07-17 | 重庆大学 | Reinforced concrete column with local buckling constraint of longitudinal bars |
| CN205591430U (en) * | 2015-12-23 | 2016-09-21 | 清华大学 | Reinforcing steel bar subassembly |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109992814A (en) * | 2017-12-22 | 2019-07-09 | 达索系统公司 | For designing the method for tying up muscle for surrounding more concrete reinforcements |
| CN108487225A (en) * | 2018-04-03 | 2018-09-04 | 中国矿业大学 | A kind of fiber reinforcement confinement tube rubble pressure bearing pile and preparation method thereof |
| CN110839447A (en) * | 2019-11-21 | 2020-02-28 | 南京凯富太阳能科技有限公司 | Embedded part for greenhouse construction and use method thereof |
| CN110839447B (en) * | 2019-11-21 | 2021-05-04 | 南京凯富太阳能科技有限公司 | Construction and use method of embedded part for greenhouse construction |
| CN114991388A (en) * | 2022-07-15 | 2022-09-02 | 西安建筑科技大学 | Reinforced concrete composite column containing mixed steel bars and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105442753A (en) | Reinforcing steel bar component | |
| CN102392541B (en) | Method for reinforcing concrete column by utilizing PVC-FRP (Poly Vinyl Chloride-Fiberglass Reinforced Plastic) pipe | |
| CN101457560B (en) | Section steel concrete- punched steel plate-concrete combined shear wall and method for producing the same | |
| CN103046545B (en) | Production process of prestress FRP-rib (fiber reinforce plastic-rib) concrete pipe pile | |
| CN106436998A (en) | Crush-resisting anti-floating combined mandrel for hollow floor and construction method of crush-resisting anti-floating combined mandrel | |
| CN105781017A (en) | Ultrahigh-performance assembly column and manufacturing method thereof | |
| CN203065954U (en) | SCS concrete filled steel tube structure with shearing-resistant function | |
| CN103210148A (en) | Truss structure having an open-section upper chord member and a production method for the same, and a truss bridge using the truss structure having an open-section upper chord member and a method for constructing the same | |
| CN205591430U (en) | Reinforcing steel bar subassembly | |
| CN108951992B (en) | FRP shell-concrete wallboard structure and manufacturing method thereof | |
| CN203066236U (en) | SCS concrete-filled steel tubular structure with through and long inside where PBL stiffening ribs are distributed | |
| CN201358530Y (en) | Profiled-steel-concrete-punched-steel-plate-concrete combination shear wall | |
| CN107366386A (en) | A kind of multitube confined concrete double-walled open tubular column and production technology | |
| KR101162110B1 (en) | Reinforced Concrete Structure having Cylinder type Steel Fiber | |
| CN111086195B (en) | FRP strip-shaped spiral stirrup and preparation method thereof | |
| CN102852139B (en) | Special-shaped high bearing capacity concrete pile and production method thereof | |
| CN210737909U (en) | Cavity frame column | |
| CN101285388A (en) | FRP wire cage employed in subway concrete excavation engineering | |
| CN215330708U (en) | Prefabricated reinforced concrete shear wall | |
| CN201610516U (en) | Composite material arch structural beam | |
| CN211548388U (en) | Ecological combined column containing solid waste recycled concrete | |
| CN207277682U (en) | A kind of multitube confined concrete double-walled open tubular column | |
| CN206503133U (en) | A kind of prefabricated interlocking pile combination guide groove | |
| CN218643674U (en) | Reinforced concrete rectangular beam containing FRP grid reinforced UHPC permanent formwork | |
| CN205224365U (en) | Cavity superstructure component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into 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: 20160330 |