CN106284786A - A kind of beams and slabs - Google Patents
A kind of beams and slabs Download PDFInfo
- Publication number
- CN106284786A CN106284786A CN201510262064.3A CN201510262064A CN106284786A CN 106284786 A CN106284786 A CN 106284786A CN 201510262064 A CN201510262064 A CN 201510262064A CN 106284786 A CN106284786 A CN 106284786A
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- China
- Prior art keywords
- reinforcing bar
- bar
- floor
- knitmesh
- framework
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 89
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 39
- 239000010959 steel Substances 0.000 claims abstract description 39
- 210000003205 muscle Anatomy 0.000 claims description 15
- 230000002787 reinforcement Effects 0.000 claims description 10
- 238000010276 construction Methods 0.000 abstract description 9
- 230000003247 decreasing effect Effects 0.000 abstract description 7
- 230000002708 enhancing effect Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000005476 soldering Methods 0.000 description 1
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- Floor Finish (AREA)
Abstract
The invention discloses a kind of beams and slabs, including support beam and the affixed floor being arranged on the sidewall of support beam top, also including the floor bar knitmesh being arranged within floor and the steel bar framework being arranged in support beam, described floor bar knitmesh is affixed with described steel bar framework；Reinforcing bar in described floor bar knitmesh is same model reinforcing bar.This beams and slabs, inside its floor, it is provided with floor bar knitmesh and in support beam, is provided with steel bar framework, and by affixed to described floor bar knitmesh and described steel bar framework be an entirety, and the reinforcing bar model in described floor bar knitmesh is used same reinforcing bar model, this the most more enhance floor by force intensity, avoid and again in support beam, add reinforcing bar to strengthen the situation by force intensity of floor, this is with regard to the reinforcing bar usage quantity of a certain degree of minimizing reinforcing bar encrypted area, this just can effectively reduce the usage amount of reinforcing bar, because decreasing the usage amount of reinforcing bar so decreasing the cost of engineering construction.
Description
Technical field
The present invention relates to technical field of building construction, particularly relate to a kind of beams and slabs.
Background technology
In engineering construction, the reinforcing bar of the reinforcing bar knitmesh in floor uses the reinforcing bar for different model,
In general the cover plate reinforcing bar on reinforcing bar knitmesh top is less than baseplate reinforcing bar, this is because at floor
During stress, typically all baseplate reinforcing bar is steel bar stress, and cover plate reinforcing bar is auxiliary bar, so
It is typically all the reinforcing bar model of steel bar stress and is greater than the reinforcing bar model of auxiliary bar, but this structure
Layout can cause floor stress limited, and need near support beam with floor intersection past
Strengthen floor and the reinforcing bar encrypted area of load bearing beam power toward being provided for, because the making of reinforcing bar encrypted area
Relatively big with substantial amounts of reinforcing bar and the reinforcing bar density at this, cause reinforcing bar binding difficulty, coagulation
Soil vibrate uncompacted situation occur, and this structure use reinforcing bar more, add certain
Construction Cost, wastes substantial amounts of steel.
Therefore, if the usage amount of reinforcing bar can be reduced and to reduce Construction Cost be this technology
Personnel need badly and solve the technical problem that.
Summary of the invention
In view of this, the invention provides a kind of beams and slabs, can effectively reduce making of reinforcing bar
Consumption and decrease the cost of engineering construction.
In order to achieve the above object, the present invention provides following technical scheme:
A kind of beams and slabs, including support beam with affixed be arranged on the sidewall of described support beam top
Floor, also include the floor bar knitmesh being arranged within described floor and be arranged at described
Steel bar framework in support beam, described floor bar knitmesh is affixed with described steel bar framework；Described building
Reinforcing bar in slab muscle knitmesh is same model reinforcing bar.
Preferably, described floor bar knitmesh includes reinforcing bar cover plate and the setting being arranged at its top
Reinforcing bar base plate bottom it.
Preferably, support connection device, described fixing support connection device are fixed described also including
For described reinforcing bar cover plate and reinforcing bar base plate are connected as an entirety.
Preferably, described reinforcing bar cover plate includes cover plate transverse steel and cover plate longitudinal reinforcement.
Preferably, described reinforcing bar base plate includes base plate transverse steel and base plate longitudinal reinforcement.
Preferably, described steel bar framework includes framework muscle and affixed is arranged at described framework muscle cross section
The beam waist muscle of inside middle.
Preferably, described steel bar framework welds with the contact position of described floor bar knitmesh.
A kind of beams and slabs provided by the present invention, is provided with floor bar inside its floor and knits
Net and be provided with steel bar framework in described support beam, and by described floor bar knitmesh and described
Steel bar framework is affixed is an entirety, and the reinforcing bar model in described floor bar knitmesh is used
Same reinforcing bar model, this most more enhance floor by force intensity, it is to avoid again toward
Adding the reinforcing bar situation by force intensity with enhancing floor in support beam, this is with regard to a certain degree of minimizing
The reinforcing bar usage quantity of reinforcing bar encrypted area, this just can effectively reduce the usage amount of reinforcing bar, because
Decrease the usage amount of reinforcing bar so decreasing the cost of engineering construction.
Accompanying drawing explanation
In order to be illustrated more clearly that the embodiment of the present invention, will use required in embodiment below
Accompanying drawing do simple introduction, it should be apparent that, the accompanying drawing in describing below is only the present invention
Some embodiments, for those of ordinary skill in the art, do not paying creative work
On the premise of, it is also possible to other accompanying drawing is obtained according to these accompanying drawings.
Fig. 1 is a kind of beams and slabs structural representation provided by the present invention.
In accompanying drawing, 1 is floor, and 11 is reinforcing bar cover plate, and 12 is reinforcing bar base plate, and 13 are fixing
Support attachment means, 2 is support beam, and 21 is steel bar framework, and 22 is beam waist muscle.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, to the technical side in the embodiment of the present invention
Case is clearly and completely described, it is clear that described embodiment is only the present invention one
Divide embodiment rather than whole embodiment.Based on the embodiment in the present invention, this area is common
Technical staff under not making creative work premise, the every other embodiment obtained,
Broadly fall into scope.
In order to make those skilled in the art be more fully understood that the present invention program, below in conjunction with the accompanying drawings
The present invention is described in further detail with detailed description of the invention.
Fig. 1 is a kind of beams and slabs structural representation provided by the present invention.
Beams and slabs provided by the present invention, including support beam 2 with affixed be arranged at described support
Floor 1 on the sidewall of beam 2 top, also includes the floor bar knitmesh being arranged within floor 1
With the steel bar framework 21 being arranged in described support beam 2, described floor bar knitmesh and described steel
Muscle framework 21 is affixed；Reinforcing bar in described floor bar knitmesh is same model reinforcing bar.
Beams and slabs in the present embodiment be provided with inside its floor 1 floor bar knitmesh and
Steel bar framework 21 it is provided with in described support beam 2, and by described floor bar knitmesh and described steel
Muscle framework 21 is affixed is an entirety, and the reinforcing bar model in described floor 1 reinforcing bar knitmesh is adopted
By same reinforcing bar model, this most more enhance floor 1 by force intensity, it is to avoid again
Adding the reinforcing bar situation by force intensity with enhancing floor 1 in support beam 2, this just can be effective
Reduce reinforcing bar usage amount because decreasing the usage amount of reinforcing bar so decreasing engineering construction
Cost.
In the present invention one specific embodiment, described floor bar knitmesh includes being arranged at its top
Reinforcing bar cover plate 11 and be arranged at the reinforcing bar base plate 12 bottom it.Wherein reinforcing bar base plate 12 is main
Splenium to be born, by arranging reinforcing bar cover plate 11 at its top, can improve and share reinforcing bar base plate 12
Stress so that it is the bearing capacity of floor 1 is strengthened further.
In the present invention one specific embodiment, described also including fixes support connection device 13, institute
State fixing support connection device 13 for described reinforcing bar cover plate 11 and reinforcing bar base plate 12 being connected as
One entirety.This fixing support connection device 13 can be effectively by the bottom of reinforcing bar cover plate 11 and reinforcing bar
Plate 12 is connected in one structure, it will be appreciated by persons skilled in the art that this fixing supports
Attachment means 13 has multiple, and affixed with reinforcing bar cover plate 11 and reinforcing bar base plate 12.This is fixed
Support connection device 13 can strengthen the bearing capacity of this floor 1 further.
In the present invention one specific embodiment, described reinforcing bar cover plate 11 include cover plate transverse steel and
Cover plate longitudinal reinforcement.Reinforcing bar cover plate 11 has various ways, because of reinforcing bar cover plate in the present embodiment
11 are applied to floor 1 inside, for the consideration to product structure and reasonable mechanical, by reinforcing bar lid
Plate 11 is arranged to be rearranged by cover plate transverse steel and cover plate longitudinal reinforcement, cover plate transverse steel
Colligation is carried out by tying up silk with the intersection point of cover plate longitudinal reinforcement.
In the present invention one specific embodiment, described reinforcing bar base plate 12 includes base plate transverse steel
With base plate longitudinal reinforcement.Same as above, for the consideration to product structure and reasonable mechanical, steel
Muscle base plate 12 is rearranged by base plate transverse steel and base plate longitudinal reinforcement, base plate transverse steel and
The intersection point of base plate longitudinal reinforcement carries out colligation by tying up silk.
In the present invention one specific embodiment, described steel bar framework 21 includes framework muscle and affixed
It is arranged at the beam waist muscle 22 of described framework muscle cross section inside middle.Its central sill waist muscle 22 is used for adding
The structural stability of strong steel bar framework 21.
In the present invention one specific embodiment, described steel bar framework 21 is knitted with described floor bar
The contact position welding of net.And for the consideration stable to product structure, steel bar framework 21 and building
The contact position soldering of plate 1 reinforcing bar knitmesh, is welded as affixed mode common in engineering construction,
And weld and there is stronger concatenation ability, the structural stability of this product can be strengthened further,
And welding cost is relatively low.
In sum, a kind of beams and slabs provided by the present invention, arrange inside its floor 1
Floor bar knitmesh and be provided with steel bar framework 21 in support beam 2, in order to strengthen floor 1
Bearing capacity, this floor 1 reinforcing bar knitmesh includes reinforcing bar cover plate 11 and reinforcing bar base plate 12, and passes through
Fixing support connection device 13 by affixed to reinforcing bar cover plate 11 and reinforcing bar base plate 12 be an entirety knot
Structure, this structure can be greatly reinforced the integrated carrying ability of floor 1, and floor bar knitmesh and
Steel bar framework 21 is welded as a whole, and the reinforcing bar model in described floor bar knitmesh is adopted
By same reinforcing bar model, this most more enhances the common by force intensity of floor 1 and beam, keeps away
Exempt from again in support beam 2, to add the reinforcing bar situation by force intensity with enhancing floor 1, this
The quantity used with regard to the reinforcing bar of a certain degree of minimizing reinforcing bar encrypted area, this just can effectively reduce
The usage amount of reinforcing bar, because decreasing the usage amount of reinforcing bar so further decreasing engineering
The cost of construction.
Above beams and slabs provided by the present invention is described in detail.Used herein
Principle and the embodiment of the present invention are set forth by specific case, the explanation of above example
It is only intended to help to understand method and the core concept thereof of the present invention.It should be pointed out that, for this skill
For the those of ordinary skill in art field, under the premise without departing from the principles of the invention, it is also possible to
The present invention is carried out some improvement and modification, and these improve and modification also falls into right of the present invention and wants
In the protection domain asked.
Claims (7)
1. a beams and slabs, including support beam (2) with affixed be arranged at described support beam (2)
Floor (1) on the sidewall of top, it is characterised in that also include being arranged in described floor (1)
The floor bar knitmesh in portion and the steel bar framework (21) being arranged in described support beam (2), institute
State floor bar knitmesh affixed with described steel bar framework (21)；In described floor bar knitmesh
Reinforcing bar is same model reinforcing bar.
2. beams and slabs as claimed in claim 1, it is characterised in that described floor bar
Knitmesh includes the reinforcing bar cover plate (11) being arranged at its top and is arranged at the reinforcing bar base plate bottom it
(12)。
3. beams and slabs as claimed in claim 2, it is characterised in that described also including consolidates
Determining support connection device (13), described fixing support connection device (13) is for by described reinforcing bar
Cover plate (11) and reinforcing bar base plate (12) are connected as an entirety.
4. beams and slabs as claimed in claim 3, it is characterised in that described reinforcing bar cover plate
(11) cover plate transverse steel and cover plate longitudinal reinforcement are included.
5. beams and slabs as claimed in claim 4, it is characterised in that described reinforcing bar base plate
(12) base plate transverse steel and base plate longitudinal reinforcement are included.
6. beams and slabs as claimed in claim 5, it is characterised in that described steel bar framework
(21) framework muscle and the affixed beam waist muscle being arranged at described framework muscle cross section inside middle are included
(22)。
7. beams and slabs as claimed in claim 6, it is characterised in that described steel bar framework
(21) affixed with the contact position of described floor bar knitmesh.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510262064.3A CN106284786A (en) | 2015-05-21 | 2015-05-21 | A kind of beams and slabs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510262064.3A CN106284786A (en) | 2015-05-21 | 2015-05-21 | A kind of beams and slabs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106284786A true CN106284786A (en) | 2017-01-04 |
Family
ID=57632877
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510262064.3A Pending CN106284786A (en) | 2015-05-21 | 2015-05-21 | A kind of beams and slabs |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106284786A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1189564A (en) * | 1997-01-30 | 1998-08-05 | 周长春 | Floorslab end connection method |
| DE19808702A1 (en) * | 1998-03-02 | 1999-09-09 | Mueller | Prefabricated floor construction with profiled contours |
| CN1275667A (en) * | 2000-04-02 | 2000-12-06 | 张云富 | Light type rib floor and construction method |
| CN101487332A (en) * | 2009-02-09 | 2009-07-22 | 刘馨裕 | Prefabricated hollow superposed beam, and cast-in-situ construction method for beam and precast slab |
| CN102720304A (en) * | 2012-06-15 | 2012-10-10 | 吴方伯 | Reinforced concrete composite beam |
| CN102776973A (en) * | 2011-05-12 | 2012-11-14 | 陈云波 | Composition (floor) slab of steel bar welding orthogonal net rack and concrete |
| CN203716369U (en) * | 2014-01-22 | 2014-07-16 | 上海陆道工程设计管理股份有限公司 | Frame structure of fireproof-type floor slab |
| CN104612241A (en) * | 2015-02-05 | 2015-05-13 | 潘树宾 | Civil building prefabricated member set and assembly method thereof |
| CN204326335U (en) * | 2014-11-24 | 2015-05-13 | 湖北弘毅建设有限公司 | A kind of prefabricated reinforced concrete floor and superposed beam one assembly connection structure |
| CN204691030U (en) * | 2015-05-21 | 2015-10-07 | 海南华磊建筑设计咨询有限公司 | A kind of beams and slabs |
-
2015
- 2015-05-21 CN CN201510262064.3A patent/CN106284786A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1189564A (en) * | 1997-01-30 | 1998-08-05 | 周长春 | Floorslab end connection method |
| DE19808702A1 (en) * | 1998-03-02 | 1999-09-09 | Mueller | Prefabricated floor construction with profiled contours |
| CN1275667A (en) * | 2000-04-02 | 2000-12-06 | 张云富 | Light type rib floor and construction method |
| CN101487332A (en) * | 2009-02-09 | 2009-07-22 | 刘馨裕 | Prefabricated hollow superposed beam, and cast-in-situ construction method for beam and precast slab |
| CN102776973A (en) * | 2011-05-12 | 2012-11-14 | 陈云波 | Composition (floor) slab of steel bar welding orthogonal net rack and concrete |
| CN102720304A (en) * | 2012-06-15 | 2012-10-10 | 吴方伯 | Reinforced concrete composite beam |
| CN203716369U (en) * | 2014-01-22 | 2014-07-16 | 上海陆道工程设计管理股份有限公司 | Frame structure of fireproof-type floor slab |
| CN204326335U (en) * | 2014-11-24 | 2015-05-13 | 湖北弘毅建设有限公司 | A kind of prefabricated reinforced concrete floor and superposed beam one assembly connection structure |
| CN104612241A (en) * | 2015-02-05 | 2015-05-13 | 潘树宾 | Civil building prefabricated member set and assembly method thereof |
| CN204691030U (en) * | 2015-05-21 | 2015-10-07 | 海南华磊建筑设计咨询有限公司 | A kind of beams and slabs |
Non-Patent Citations (1)
| Title |
|---|
| 叶刚: "《钢筋工入门与技巧》", 30 September 2014, 北京金盾出版社 * |
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| 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: 20170104 |