CN106760187B - A kind of novel high-performance reinforced beam and preparation method thereof - Google Patents
A kind of novel high-performance reinforced beam and preparation method thereof Download PDFInfo
- Publication number
- CN106760187B CN106760187B CN201710019463.6A CN201710019463A CN106760187B CN 106760187 B CN106760187 B CN 106760187B CN 201710019463 A CN201710019463 A CN 201710019463A CN 106760187 B CN106760187 B CN 106760187B
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- China
- Prior art keywords
- steel plate
- folding shape
- concrete
- muscle
- steel
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- 238000002360 preparation method Methods 0.000 title description 3
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 85
- 239000010959 steel Substances 0.000 claims abstract description 85
- 239000004567 concrete Substances 0.000 claims abstract description 35
- 210000003205 muscle Anatomy 0.000 claims abstract description 31
- 230000002787 reinforcement Effects 0.000 claims abstract description 18
- 238000013461 design Methods 0.000 claims description 8
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 238000003825 pressing Methods 0.000 claims description 3
- 238000012545 processing Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000004574 high-performance concrete Substances 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 abstract description 6
- 239000000463 material Substances 0.000 abstract description 5
- 238000005452 bending Methods 0.000 abstract description 4
- 238000003466 welding Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000005096 rolling process Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 210000001015 abdomen Anatomy 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003447 ipsilateral effect Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of novel high-performance reinforced beams, the intrinsic steel reinforcement cage of beams of concrete is cast in pre- including beams of concrete ontology, both ends are symmetrical arranged curved plate in steel reinforcement cage and the curved plate lower end is indulged muscle with lower part respectively and is fixedly connected, middle part setting span centre intersects folding shape and can be rotated steel plate and the span centre and intersect folding shape and can be rotated steel plate lower end in steel reinforcement cage is fixedly connected with the vertical muscle in lower part, the present invention effectively improve conventional steel bar concrete beam span is small and shear-carrying capacity and the problems such as poor ductility, improve the anti-bending bearing capacity and its ductility of normal reinforced concrete beam.And the present invention can make full use of mechanical property, the recoverability of every material in beam strong, and the sectional dimension of the type beam is small compared with normal reinforced concrete beam size, can be with effectively save space, so as to effectively save building cost.
Description
Technical field
The present invention relates to construction engineering technical field, especially a kind of novel high-performance reinforced beam and its production side
Method.
Background technique
General normal reinforced concrete beam has the shortcomings that ductility is poor, span is small, every material cannot make full use of.These
Disadvantage seriously hinders beams of concrete in the development of building engineering field.Now, domestic experts and scholars are in order to solve regular reinforcement
These disadvantages of concrete component propose a variety of steel reinforced concrete reality abdomens and laced beam, but these beams all have some defects.
Such as: sliding between concrete and fashioned iron, because of welding stress and deformation caused by welding, cut brittle break, ductility difference etc.
Problem.
Summary of the invention
The technical problems to be solved by the present invention are: in order to better solve, normal reinforced concrete beam ductility is poor, span
The problems such as small, every material cannot make full use of, the present invention makes full use of material mechanical performance used, provides a kind of construction
Simply, the good a kind of novel high-performance reinforced beam and preparation method thereof of mechanical property, with overcome it is in the prior art not
Foot.
The present invention is implemented as follows:
A kind of novel high-performance reinforced beam, including beams of concrete ontology and to be cast in beams of concrete intrinsic in advance
Steel reinforcement cage, both ends are symmetrical arranged curved plate in steel reinforcement cage and the curved plate lower end is indulged muscle with lower part respectively and is fixedly connected,
Middle part setting span centre intersection folding shape can be rotated steel plate in steel reinforcement cage and the span centre intersects folding shape and can be rotated steel plate lower end and lower part
Vertical muscle is fixedly connected.
In a kind of novel high-performance reinforced beam above-mentioned, the span centre, which intersects folding shape, can be rotated steel plate by two pieces of foldings
Shape steel plate is constituted, wherein folding shape steel plate upper end is located at beams of concrete body upper part, which indulges muscle with lower part and fix
Connection, one of folding shape steel plate middle part setting steel plate, which stitches, enables other one piece of folding shape steel plate to be inserted into steel plate seam so that two pieces of foldings
Shape steel plate, which forms span centre intersection folding shape, can be rotated steel plate.
A kind of production method of novel high-performance reinforced beam, specifically includes the following steps:
Step 1: intersecting folding shape according to design requirement processing both ends curved plate, the span centre of concrete engineering can be rotated steel plate,
Muscle and curved plate bottom, span centre are indulged in lower part again intersect folding shape and can be rotated steel plate bottom and is connected in advance by welding or be mechanically connected
It is connected together, but the curved plate of two sides and folding shape steel plate only cannot indulge muscle with same root lower part and connect；
Step 2: the structure for first having formed step 1 is placed in beam bottom portion two when pressing design requirement banding steel cage
Between the longitudinal reinforcement of side, then the binding of upper longitudinal bar 3, lower part vertical muscle 4, stirrup 5 is carried out, eventually forms a kind of novel high-performance steel
Concrete Beam Reinforced steel reinforcement cage；
Step 3: the somewhere position that the muscle cage bound is placed in structural system is carried out pouring for concrete.
In a kind of production method of novel high-performance reinforced beam above-mentioned, the concrete is high-performance coagulation
Soil, normal concrete, wherein beam body span centre is high-performance mixed mud, other positions are normal concrete.
Specific design principle is: when reinforced beam generates bending under external force, girder span middle and upper part concrete
Longitudinal reinforcement tension in lower part while compression, tension drive span centre intersection folding shape to can be rotated steel plate and produce relative rotation, the span centre
The folding shape steel plate that intersecting folding shape can be rotated in steel plate also rotates, and the upper end for rolling over shape steel plate generates horizontal movement component to beam-ends
To reduce compression suffered by concrete in girder span, at the same both ends curved plate tension indulge muscle (i.e. lower part indulge muscle by
Draw) pulling force under generate the movement into girder span, in ipsilateral curved plate and roll over the concrete of shape steel plate in this way and be in and be pressurized
The bending resistance and shear-carrying capacity and ductility of beams of concrete can be improved in state, such working mechanism
By adopting the above-described technical solution, compared with prior art, the present invention solves conventional steel bar concrete beam
Shear-carrying capacity and ductility are poor, improve common anti-bending bearing capacity and its ductility.And the present invention can make full use of every in beam
Mechanical property, the recoverability of material are strong, and the sectional dimension of the type beam is small compared with normal reinforced concrete beam size, can be effective
Space is saved, so as to effectively save building cost.
Detailed description of the invention
Attached drawing 1 is the principle of the present invention schematic diagram；
Attached drawing 2 is reinforcement cage structure schematic diagram in the present invention；
Attached drawing 3 is the structural schematic diagram one for rolling over shape steel plate, the vertical muscle in lower part, end curved plate connecting elements；
Attached drawing 4 is the structural schematic diagram two for rolling over shape steel plate, the vertical muscle in lower part, end curved plate connecting elements.
Specific embodiment
The embodiment of the present invention: a kind of novel high-performance reinforced beam, as shown in attached drawing 1-4, including beams of concrete
Ontology and it is cast in the intrinsic steel reinforcement cage of beams of concrete in advance, both ends curved plate 1 arranged symmetrically and the arc in steel reinforcement cage
Steel plate lower end is indulged muscle 4 with lower part respectively and is fixedly connected, and there are two types of forms for the plate of the both ends curved plate 1: with ribbing and not with ribbing
Steel plate, middle part setting span centre intersection folding shape can be rotated steel plate 2 in steel reinforcement cage and the span centre intersects folding shape and can be rotated 2 lower end of steel plate
It indulges muscle 4 with lower part to be fixedly connected, the curved plate 1, span centre intersection folding shape can be rotated steel plate 2 and indulge being fixedly connected for muscle 4 with lower part
Mode is welding or mechanical connection.
Wherein span centre intersection folding shape can be rotated steel plate 2 and be made of two blocks of folding shape steel plates, wherein folding shape steel plate upper end 6 is located at
Beams of concrete body upper part, the folding shape steel plate lower end are indulged muscle 4 with lower part and are fixedly connected, and steel is arranged in the middle part of one of folding shape steel plate
Plate stitch 7 enable other one piece of folding shape steel plate be inserted into steel plate seam 7 make two blocks of folding shape steel plates form span centres to intersect folding shapes rotatable
Steel plate 2, the upper end that span centre intersection folding shape can be rotated folding shape steel plate upper end 6 in steel plate 2 meet related to the vertical range of beam bottom
Design requirement, intersection folding shape can be rotated 2 lower end steel plate of steel plate and horizontal plane oblique is angled, and the angular range is by specifically setting
Meter requires to determine.
A kind of production method of novel high-performance reinforced beam, specifically includes the following steps:
Step 1: intersecting folding shape according to design requirement processing both ends curved plate, the span centre of concrete engineering can be rotated steel plate,
Muscle and curved plate bottom, span centre are indulged in lower part again intersect folding shape and can be rotated steel plate bottom and is connected in advance by welding or be mechanically connected
It is connected together, but the curved plate of two sides and folding shape steel plate only cannot indulge muscle with same root lower part and connect, and be detailed in attached drawing 3 and 4, it is attached
It is left side curved plate, the vertical muscle in one of folding shape steel plate connection same root lower part in Fig. 3, and in attached drawing 4 is right side arc-shaped steel
Plate, another block of folding shape steel plate connect the lower part different from attached drawing 3 and indulge muscle；
Step 2: the structure for first having formed step 1 is placed in beam bottom portion two when pressing design requirement banding steel cage
Between the longitudinal reinforcement of side, then the binding of upper longitudinal bar, lower part vertical muscle, stirrup is carried out, eventually forms a kind of novel high-performance reinforcing bar
Concrete beam reinforcing cage；
Step 3: the somewhere position that the muscle cage bound is placed in structural system is carried out pouring for concrete, this is mixed
Solidifying soil is high performance concrete, normal concrete, and wherein beam body span centre is high-performance mixed mud, other positions are common coagulation
Soil.
The description of above scheme is the invention being intended to facilitate those of ordinary skill in the art to understand and use, and is familiar with
The personnel of art technology obviously easily can make various modifications to embodiment, and therefore, the present invention is not limited to above-mentioned realities
Scheme, those skilled in the art according to the method for the present invention, all should by improvement and modification made without departing from the scope of the present invention
Within protection scope of the present invention.
Claims (4)
1. a kind of novel high-performance reinforced beam, including beams of concrete ontology are cast in the intrinsic steel of beams of concrete with pre-
Muscle cage, it is characterised in that: both ends are symmetrical arranged curved plate (1) in steel reinforcement cage and the curved plate lower end is vertical with lower part respectively
Muscle (4) is fixedly connected, and middle part setting span centre intersection folding shape, which can be rotated steel plate (2), in steel reinforcement cage and the span centre intersects folding shape to turn
Muscle (4) are indulged with lower part and are fixedly connected in dynamic steel plate (2) lower end.
2. a kind of novel high-performance reinforced beam according to claim 1, it is characterised in that: the span centre intersects folding
Shape can be rotated steel plate (2) and be made of two blocks of folding shape steel plates, wherein folding shape steel plate upper end (6) is located at beams of concrete body upper part, it should
Folding shape steel plate lower end is indulged muscle (4) with lower part and is fixedly connected, and setting steel plate seam (7) makes other one in the middle part of one of folding shape steel plate
Block folding shape steel plate can be inserted into steel plate seam (7) and two pieces of folding shape steel plates formation span centres intersection folding shapes is made to can be rotated steel plate (2).
3. a kind of production method of novel high-performance reinforced beam, it is characterised in that: specifically includes the following steps:
Step 1: intersecting folding shape according to design requirement processing both ends curved plate, the span centre of concrete engineering can be rotated steel plate, then
Lower part indulges muscle and curved plate bottom, span centre and intersects folding shape and can be rotated steel plate bottom and pass through to weld or be mechanically connected to be connected in advance
Together, but the curved plate of two sides and folding shape steel plate only cannot indulge muscle with same root lower part and connect；
Step 2: the structure for first having formed step 1 is placed in beam two sides of the bottom and indulges when pressing design requirement banding steel cage
To between reinforcing bar, then carry out upper longitudinal bar (3), the binding of muscle, stirrup (5) is indulged in lower part, eventually form a kind of novel high-performance steel
Concrete Beam Reinforced steel reinforcement cage；
Step 3: the somewhere position that the muscle cage bound is placed in structural system is carried out pouring for concrete.
4. a kind of production method of novel high-performance reinforced beam according to claim 3, it is characterised in that: described
Concrete is high performance concrete, normal concrete, and wherein beam body span centre is high-performance mixed mud, other positions are common coagulation
Soil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710019463.6A CN106760187B (en) | 2017-01-11 | 2017-01-11 | A kind of novel high-performance reinforced beam and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710019463.6A CN106760187B (en) | 2017-01-11 | 2017-01-11 | A kind of novel high-performance reinforced beam and preparation method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106760187A CN106760187A (en) | 2017-05-31 |
| CN106760187B true CN106760187B (en) | 2019-04-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710019463.6A Expired - Fee Related CN106760187B (en) | 2017-01-11 | 2017-01-11 | A kind of novel high-performance reinforced beam and preparation method thereof |
Country Status (1)
| Country | Link |
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| CN (1) | CN106760187B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112227597A (en) * | 2020-09-30 | 2021-01-15 | 贵州路桥集团有限公司 | H-shaped steel concrete composite beam |
| CN114562070B (en) * | 2022-03-19 | 2023-08-08 | 池州建投鼎晟预制构件有限公司 | Bearing capacity resistant structure of prestressed concrete beam |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3830767B2 (en) * | 2001-03-12 | 2006-10-11 | トピー工業株式会社 | Continuous girder for bridge |
| CN2727292Y (en) * | 2004-03-11 | 2005-09-21 | 陈星� | Built-in skeleton-frame steel string concrete beam |
| CN101117835A (en) * | 2007-09-05 | 2008-02-06 | 哈尔滨工业大学 | Reinforcement built-in anti-shear steel plate concrete combination beam |
| CN206428890U (en) * | 2017-01-11 | 2017-08-22 | 贵州大学 | A kind of novel high-performance reinforced beam |
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| Publication number | Publication date |
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| CN106760187A (en) | 2017-05-31 |
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Granted publication date: 20190412 |