CN203701279U - Novel hoop shear connector - Google Patents
Novel hoop shear connector Download PDFInfo
- Publication number
- CN203701279U CN203701279U CN201320562994.7U CN201320562994U CN203701279U CN 203701279 U CN203701279 U CN 203701279U CN 201320562994 U CN201320562994 U CN 201320562994U CN 203701279 U CN203701279 U CN 203701279U
- Authority
- CN
- China
- Prior art keywords
- stirrup
- shear connector
- hoop
- concrete
- steel
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 47
- 239000010959 steel Substances 0.000 claims abstract description 47
- 230000002787 reinforcement Effects 0.000 claims abstract description 30
- 238000003466 welding Methods 0.000 claims description 7
- 238000009415 formwork Methods 0.000 abstract description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 3
- 230000002195 synergetic Effects 0.000 abstract 1
- 239000011148 porous material Substances 0.000 description 4
- 210000000282 Nails Anatomy 0.000 description 3
- 239000002131 composite material Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 210000003205 Muscles Anatomy 0.000 description 2
- 230000003014 reinforcing Effects 0.000 description 2
- 230000003042 antagnostic Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
Abstract
The utility model discloses a novel hoop shear connector. The novel hoop shear connector comprises a hoop shear connector body, a hoop, longitudinalreinforcing steel bars, a steel girder, a formwork, an end plate and transverse reinforcing steel bars, wherein the longitudinalreinforcing steel bars are placed on inner sides of the hoop; the hoop is arranged on a top flangeof the steel girder; the formwork is arranged at the upper part of the end plate; the hoop shear connector body is arranged in the middle of theformwork; the transverse reinforcing steel bars are arranged on the formwork; and the transverse reinforcing steel bars and the hoop are arranged in a staggered manner. According to the hoop shear connector, the top flange of the steel girder and a reinforcement cage formed by binding of the longitudinalreinforcing steel bars and the hoop are welded together and then bound with transverse and longitudinalreinforcing steel bars in a concrete slab to form a whole, so that theshear strength and the rigidity of a steel girder-concrete combined component are effectively improved; synergetic load bearing of concrete and the steel girder is realized, and the hoop shear connector is simple in structure and convenient to construct; raising deformation is limited; the plasticity, that is, the deformability, of the concrete and the steel girder is improved, and the stability and the reliability of the concrete and the steel girder are improved.
Description
Technical field
The utility model belongs to steel-concrete composite beam connector technical field, relates in particular to a kind of novel stirrup shear connector.
Background technology
Steel-concrete composite beam is, by shear connector, girder steel and concrete slab are linked to be to entirety and cooperative bending resistance component.Shear connector is the critical component of steel-concrete composite beam, and its Main Function has two: the one, be used for bearing and transmitting the longitudinal shear between girder steel and concrete slab; The 2nd, be used for resisting the effect that starts between concrete slab and girder steel.In general, shear connector can be divided into rigid connector and the large class of flexible connecting member two, and concrete can be divided into following four kinds: peg connector, bent-up bar connector, shaped steel shear connector, open pore steel plate connector.
The shortcoming that peg connector exists: peg connector belongs to flexible connecting member, can have larger distortion, along with the progress of distortion, bearing capacity there will be very large reduction.In addition, the head of a nail on peg has certain anti-effect (under power effect girder steel and produce gap between concrete slab inconsistent causing of distortion) that starts, but slabbing action, fracture propagation in head of a nail surrounding concrete is very fast, the outstanding area of the head of a nail is less in addition, and it is limited in one's ability that antagonism is lifted.
The shortcoming of shaped steel shear connector: volume is larger, its steel quantity consumption is large, and large welding capacity makes the shortcomings such as the residual strain by welding that on steel plate, generation is larger.
The shortcoming of open pore steel plate connector: in open pore steel plate connector, be exactly typically FBL connector and Twin-FBL connector, easily there is brittle fracture, and perforated panel connector stress of living in and concreting direction have larger negative effect to its shear stiffness, operational phase shear strength, and steel using amount is very large, moreover, the existence of steel plate also separates concrete some separating, directly affect the globality of concrete slab, make the well collaborative work of concrete and girder steel, finally affect the bearing capacity of combining structure.
The shortcoming of bent-up bar connector: the one-way of Transfer of Shear, can only transmit the shearing of fixed-direction, can not transmit the shearing of alternating direction.Therefore, the setting party of bent-up bar connector is to very tight, to construction require highly, in addition, bent-up bar section is unfavorable for the layout of reinforcement in concrete.
Utility model content
The object of the utility model embodiment is to provide a kind of novel stirrup shear connector, is intended to solve that existing peg connector non-deformability is poor, shaped steel shear connector steel quantity consumption large and exist welding residual stress, open pore steel plate connector to be prone to brittle fracture, problem that bent-up bar connector is high to construction requirement.
The utility model embodiment is achieved in that a kind of novel stirrup shear connector, and this novel stirrup shear connector comprises: stirrup shear connector, stirrup, longitudinal reinforcement, girder steel, template, end plate, transverse reinforcement;
Longitudinal reinforcement is placed on stirrup inner side, and stirrup is arranged on the top flange of girder steel, and template-setup is on the top of end plate, and stirrup shear connector is arranged on the centre position of template, and transverse reinforcement is arranged in template, the setting of staggering of transverse reinforcement and stirrup.
Further, stirrup cross section is set to rectangle.
Further, longitudinal reinforcement is placed on stirrup inner side by colligation.
Further, stirrup is arranged on the top flange of girder steel by welding.
Further, stirrup shear connector is arranged on the centre position of template by colligation.
Further, transverse reinforcement and the stirrup setting of staggering.
The utlity model has following advantage:
1. outer load is done the used time, stirrup is set has limited the lateral deformation of concrete slab, effectively improves shear strength and the rigidity of girder steel-concrete combined component;
2. by concreting, concrete and girder steel are realized longitudinal and vertical shearing resistance by this stirrup shear connector, and concrete and connector interweave mutually, have improved overall performance and vertical shear resistance;
3. longitudinal reinforcement and stirrup setting, has realized the cooperative bearing of concrete and girder steel, simple structure, convenient construction;
4. the setting of stirrup, has limited lateral deformation, is beneficial to the distortion of controlling whole concrete and girder steel element, has limited and has started distortion;
5. the plasticity that has effectively increased concrete and girder steel is deformable ability, has improved stability and the reliability of concrete and girder steel;
6. transform on original basis, it is very general that longitudinal reinforcement and stirrup are used in concrete and girder steel engineering, is easy to obtain, convenient making.
Accompanying drawing explanation
Fig. 1 is the structural representation of the novel stirrup shear connector that provides of the utility model embodiment;
Fig. 2 is the Novel steel beam that provides of the utility model embodiment and the apparatus structure schematic diagram of stirrup connector;
In figure: 1, stirrup shear connector; 1-1, stirrup; 1-2, longitudinal reinforcement; 2, girder steel; 3, template; 4, end plate; 5, transverse reinforcement;
Fig. 3 is that the novel stirrup shear connector that the utility model embodiment provides is prepared mounting method flow chart.
Fig. 4 is the floor plate support template assembling reinforcement top view that the utility model embodiment provides.
The specific embodiment
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with embodiment, the utility model is further elaborated.Should be appreciated that specific embodiment described herein is only in order to explain the utility model, and be not used in restriction the utility model.
As shown in Figure 1, the novel stirrup shear connector of the utility model embodiment is mainly made up of stirrup shear connector 1, stirrup 1-1, longitudinal reinforcement 1-2, girder steel 2, template 3, end plate 4, transverse reinforcement 5; Stirrup 1-1 cross section is rectangle, and longitudinal reinforcement 1-2 is placed on stirrup 1-1 inner side, and colligation is tetra-jiaos of stirrup 1-1, and stirrup 1-1 and girder steel 2 top flanges weld together; Template 3 is arranged on the top of end plate 4, and stirrup shear connector 1 is arranged on the centre position of template 3 by end plate 4, and transverse reinforcement 5 is arranged in template 3, as shown in Figure 4, and transverse reinforcement 5 and the stirrup 1-1 setting of staggering;
As shown in Figure 3, the mounting method of preparing of the novel stirrup shear connector of the utility model embodiment comprises the following steps:
S301: make girder steel and stirrup welded unit;
S302: structure hoisting;
S303: floor plate support template assembling reinforcement;
S304: concreting;
S305: the normal maintenance of concrete form removal again.
The concrete steps of preparing mounting method of the novel stirrup shear connector of the utility model embodiment are:
In step S301, girder steel 2 and stirrup 1-1 (as Fig. 1 and Fig. 2) all make and complete welding job in factory; Longitudinal reinforcement 1-2 is placed on four jiaos of stirrup 1-1 inner sides and completes colligation (referring to Fig. 1), and the diameter of the spacing of stirrup 1-1 and diameter and longitudinal reinforcement 1-2 and spacing all will be determined according to the actual conditions of engineering; Then adjust whole stirrup 1-1 cage edge and top flange distance and by stirrup 1-1 and girder steel 2 top flange firm welding;
In step S303, the transverse reinforcement 5 of first formwork supporting plate 3, and then colligation concrete slab the inside and longitudinally just muscle 1-2, the assembling reinforcement of floor plate support template is layer cloth muscle, has to support between two-layer reinforcing bar, to maintain a certain distance guaranteeing between two-layer reinforcing bar.
The foregoing is only preferred embodiment of the present utility model, not in order to limit the utility model,
All any modifications of doing within spirit of the present utility model and principle, be equal to and replace and improvement etc., within all should being included in protection domain of the present utility model.
Claims (5)
1. a novel stirrup shear connector, is characterized in that, this novel stirrup shear connector comprises: stirrup shear connector, stirrup, longitudinal reinforcement, girder steel, template, end plate, transverse reinforcement;
Longitudinal reinforcement is placed on stirrup inner side, and stirrup is arranged on the top flange of girder steel, and template-setup is on the top of end plate, and stirrup shear connector is arranged on the centre position of template, and transverse reinforcement is arranged in template, the setting of staggering of transverse reinforcement and stirrup.
2. novel stirrup shear connector as claimed in claim 1, is characterized in that, stirrup cross section is set to rectangle.
3. novel stirrup shear connector as claimed in claim 1, is characterized in that, longitudinal reinforcement is placed on stirrup inner side by colligation.
4. novel stirrup shear connector as claimed in claim 1, is characterized in that, stirrup is arranged on the top flange of girder steel by welding.
5. novel stirrup shear connector as claimed in claim 1, is characterized in that, stirrup shear connector is arranged on the centre position of template by colligation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320562994.7U CN203701279U (en) | 2013-09-11 | 2013-09-11 | Novel hoop shear connector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320562994.7U CN203701279U (en) | 2013-09-11 | 2013-09-11 | Novel hoop shear connector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203701279U true CN203701279U (en) | 2014-07-09 |
Family
ID=51051735
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320562994.7U Expired - Fee Related CN203701279U (en) | 2013-09-11 | 2013-09-11 | Novel hoop shear connector |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203701279U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103437474A (en) * | 2013-09-11 | 2013-12-11 | 南京工业大学 | Novel stirrup shearing connector as well as manufacturing and installing methods thereof |
| CN105908882A (en) * | 2016-05-31 | 2016-08-31 | 安徽富煌建筑设计研究有限公司 | Reinforced concrete box-girder with lowerable section height and construction method thereof |
-
2013
- 2013-09-11 CN CN201320562994.7U patent/CN203701279U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103437474A (en) * | 2013-09-11 | 2013-12-11 | 南京工业大学 | Novel stirrup shearing connector as well as manufacturing and installing methods thereof |
| CN105908882A (en) * | 2016-05-31 | 2016-08-31 | 安徽富煌建筑设计研究有限公司 | Reinforced concrete box-girder with lowerable section height and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140709 Termination date: 20180911 |