CN109853808A - A kind of two-way floor of overlapping concrete reinforcement ring - Google Patents
A kind of two-way floor of overlapping concrete reinforcement ring Download PDFInfo
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- CN109853808A CN109853808A CN201910067648.3A CN201910067648A CN109853808A CN 109853808 A CN109853808 A CN 109853808A CN 201910067648 A CN201910067648 A CN 201910067648A CN 109853808 A CN109853808 A CN 109853808A
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Abstract
The present invention relates to a kind of two-way floors of overlapping concrete reinforcement ring, belong to technical field of buildings.The overlapping two-way floor of concrete reinforcement ring is assembled by the two-way precast floor slab of overlapping concrete reinforcement ring and cast-in-place concrete forms.Longitudinal both ends of precast concrete bottom are overlapped on respectively at the top of lower part bar shaped concrete component；Opposite preformed layer board bottom transverse steel mutually overlaps one by one；Precast concrete bottom laterally closes up one by one to be close to, and lateral connection reinforced steel bar ring is respectively set in each lateral connection mouth.Effect and advantage of the invention is that superimposed sheet bidirectional stress can be realized without special operation, live monoblock type assembling, and simple production process is conducive to mechanization, automation, intelligent production.It is convenient transportation, at low cost.It is not only with good economic efficiency and have superior stress performance.And site operation convenience, short time limit, good economical benefit, avoid the complex operations in work progress, cost are greatly reduced.
Description
Technical field
The invention belongs to technical field of buildings, more particularly to a kind of two-way floor of overlapping concrete reinforcement ring.
Background technique
A kind of preferable structure type that laminated floor slab is prefabricated and cast-in-place concrete combines.Precast prestressed thin plate (thickness 5
~8 centimetres) with top cast-in-place concrete layer be combined into an entirety, work together.The prestressing force main reinforcement of thin plate is overlapping
The main reinforcement of floor, top concrete cast-in-situ layer only configure negative reinforcement and distributing bar.Prestressed thin slab is used as cast-in-place coagulation
The bed die of soil layer, it is not necessary to be in-situ layer support shuttering.Thin plate bottom surface is smooth, and after processing, ceiling can be smeared no longer plate stitch
Ash.This laminated floor slab has globality, the rigidity of cast-in-situ floor are big, crack resistance is good, do not increase reinforcing bar consumption, save template etc.
Advantage.Since cast-in-situ floor is not required to formwork, there are also bulk precast concrete partition plates to lift simultaneously in the structure construction stage, from
And it can be inserted into fitting-out work in advance, shorten the duration of entire engineering.
Floor span can be widely used in hotel, office building, school, house, hospital, warehouse, parking lot, more within 8 meters
The various building engineerings such as layer industrial premises.Prestressed thin slab is different by the construction of superposed surfaces, can be divided into three classes: 1. superposed surfaces
The shear stress of receiving is smaller, and superposed surfaces do not set shear reinforcement, but requires coarse concrete upper surface, stroke hair or stay some combinations
Hole.2. the shear stress that superposed surfaces are born is larger, thin sheet surface will also add shear reinforcement in addition to requiring coarse stroke of hair, and reinforcing bar is straight
Diameter and spacing are computed determination.The shape of reinforcing bar has waveform, spiral shape and spot welding mesh sheet to be bent into triangular section.3. prefabricated
Thin plate upper surface is equipped with steel truss, to reinforce rigidity when sheet construction, reduces the support that thin plate is set up below.
Reinforced concrete slab is a part of iterative structure, is a kind of prefabricated and cast-in-place structure type combined.It is folded
In the construction process, first in basis rest prefabricated panel, it plays template when pouring upper layer concrete to plywood, and then two
Part concrete forms entirety and carrys out bearing load.Laminated floor slab integrates cast-in-place and prefabricated advantage, is that one kind has development very much
The floor form of future.
1) from stress, for full prefabricated slab, the overall stiffness and anti-seismic performance of structure can be improved,
When configuring same presstressed reinforcing steel, for the load action tension edge of total cross-section, established on prefabricated section
Effective prestress is larger, to improve the cracking resistance of structure.Under the premise of same cracking resistance, then pre- answer can be saved
The dosage of power muscle.
2) from manufacture craft, the main part of the force of laminated floor slab is manufactured in factory, and mechanization degree is high, is easy to protect
Quality is demonstrate,proved, it is fast using continuous productive process speed of production, and can make in advance, it does not account for the duration, and the template of pre-erection can
To reuse.Pouring concrete does template with prefabricated panel afterwards, and more full cast-in-situ floor can reduce the workload of formwork, and reduction is applied
Work situ wet operation improves construction site condition, improves construction efficiency, especially under conditions of high altitude operation or difficult formwork
Effect is even more obvious, and prefabrication is easily achieved the production of more complex section form, for developing component load-bearing potentiality,
Reducing dead load has apparent advantage.Large span superimposed sheet also is compliant with the developing direction of Modern Residence superstructure simultaneously.
3) long-term scientific experiment and engineering practice result show to take in concrete structure engineering using laminated floor slab
Fairly obvious benefit is obtained, when using high strength cast iron, amount of reinforcement is substantially reduced.It, can be with when using prefabricated section on an empty stomach
Concrete amount is saved, the duration also shortens accordingly, it, which is disadvantageous in that, increases prefabricated processing and transporting and hoisting link.
4) reinforced concrete slab section is made of prefabricated and cast-in-place two parts, their common working performances are dependent on new
The shear behavior of old superposed surfaces, therefore shear bond strength design is very important part, it is seen that reinforced concrete slab is to applying
Work technology content also has a higher requirement, especially in construction quality management aspect to using unit to propose tightened up requirement.
5) two-way slab of concrete folding plate be always there are some problems not to be solved effectively, to handle it is various not
With the reinforcing bar of form, it is difficult to realize mechanization, the production of intellectually and automatically.Therefore need to solve these technical problems, with
Fully demonstrate the advantage of precast concrete assembly building.Two-way slab difficulty of processing is big, at high cost, is often difficult to realize, and without
Ji.
Summary of the invention
To solve the above-mentioned problems, the present invention provides one kind can be realized superimposed sheet bidirectional stress without special operation,
Live monoblock type assembling, the two-way floor of overlapping concrete reinforcement ring of simple production process efficiently avoid in work progress
Complex operations, cost is greatly reduced.
The technical solution adopted by the invention is as follows:
A kind of two-way floor of overlapping concrete reinforcement ring, including it is precast concrete bottom, cast-in-place overlapping layers, lateral connection mouth, pre-
Preparative layer board bottom longitudinal reinforcement, preformed layer board bottom transverse steel, steel bar girder, pre-buried lifting reinforcing bar, cast-in-place laminate top longitudinal reinforcement,
Cast-in-place laminate top transverse steel, lateral connection reinforced steel bar ring, lower part bar shaped concrete component,
Overlap that the two-way floor of concrete reinforcement ring is assembled by the two-way precast floor slab of overlapping concrete reinforcement ring and cast-in-place concrete and
At；
Longitudinal both ends of precast concrete bottom are overlapped on respectively at the top of lower part bar shaped concrete component, and the lap of splice is 5 ~
20mm；The preformed layer board bottom transverse steel longitudinally docked is located at lower part bar shaped concrete component top, opposite preformed layer board bottom
Transverse steel mutually overlaps one by one；
Precast concrete bottom laterally closes up one by one to be close to, and the lateral connection mouth one of adjacent precast concrete bottom is a pair of
Together, lateral connection reinforced steel bar ring is respectively set in each lateral connection mouth；Lateral connection reinforced steel bar ring is horizontal, and both ends are respectively across adjacent
Two preformed layer board bottom longitudinal reinforcements；
Before cast-in-place overlapping layers pours, cast-in-place laminate top longitudinal reinforcement is set up, cast-in-place laminate top longitudinal reinforcement is uniformly distributed, longitudinal right
The cast-in-place laminate top longitudinal reinforcement connect mutually overlaps；
Cast-in-place laminate top transverse steel is set up, cast-in-place laminate top transverse steel is uniformly distributed laterally adjacent overlapping concrete reinforcement
The cast-in-place laminate top transverse steel of the two-way precast floor slab of ring mutually overlaps；
The cast-in-place overlapping layers of after-pouring is completed in assembly.
Further, the precast concrete bottom generally rectangle of the overlapping two-way precast floor slab of concrete reinforcement ring,
Lowest level inside precast concrete bottom is equally distributed preformed layer board bottom transverse steel, preformed layer board bottom transverse steel
Length be plate width, preformed layer board bottom transverse steel extends to the both ends of plate；
In the top of preformed layer board bottom transverse steel, equally distributed preformed layer board bottom longitudinal reinforcement is set, preformed layer board bottom is vertical
The long side both ends of precast concrete bottom are stretched out to reinforcing bar both ends；
In the side of two long sides of precast concrete bottom, it is uniformly arranged several lateral connection mouths, lateral connection mouth is from side
Edge has 2 ~ 4 preformed layer board bottom longitudinal reinforcements on the outside of outermost steel bar girder respectively to the outside of outermost steel bar girder；It is horizontal
To the low bottom of connector to the top of preformed layer board bottom longitudinal reinforcement；
The top of precast concrete bottom is cast-in-place overlapping layers, and top layer is equally distributed cast-in-place laminate top in cast-in-place overlapping layers
Transverse steel, cast-in-place laminate top transverse steel lower part are intersection normal thereto and equally distributed cast-in-place laminate top longitudinal reinforcement；
Steel bar girder is set in precast concrete bottom, and the bottom of steel bar girder is two preformed layer board bottom longitudinal reinforcements, top
Portion is a cast-in-place laminate top longitudinal reinforcement, and it is longitudinal that the floor projection of cast-in-place laminate top longitudinal reinforcement is located at two preformed layer board bottoms
The centre of reinforcing bar；Cast-in-place laminate top longitudinal reinforcement is connect with the preformed layer board bottom longitudinal reinforcement of two sides respectively using diagonal reinforcement；
Next the half of steel bar girder is located in precast concrete bottom, and upper half is located in cast-in-place overlapping layers；In precast concrete bottom
It is interior to bury 4 pre-buried lifting reinforcing bars.
Further, the lower part bar shaped concrete component is three classes different component, and the first kind is building foundation；Second class
For at the top of shear wall；Third class is composite beam.
Beneficial effects of the present invention:
Advantages and advantages of the invention are that superimposed sheet bidirectional stress, live monoblock type group can be realized without special operation
Dress, simple production process are conducive to mechanization, automation, intelligent production.It is convenient transportation, at low cost.Not only have good
Economic benefit and have superior stress performance.And site operation convenience, short time limit, good economical benefit, avoid construction
Complex operations in the process, are greatly reduced cost.
Detailed description of the invention
Fig. 1 is the two-way assembled schematic top plan view for overlapping the two-way floor of concrete reinforcement ring.
Fig. 2 is the preformed layer schematic top plan view for overlapping the two-way floor of concrete reinforcement ring.
Fig. 3 is the schematic side view for overlapping the two-way floor of concrete reinforcement ring.
In figure, 1 is precast concrete bottom；2 be cast-in-place overlapping layers；3 be lateral connection mouth；4 is longitudinal for preformed layer board bottom
Reinforcing bar；5 be preformed layer board bottom transverse steel；6 be steel bar girder；7 be pre-buried lifting reinforcing bar；8 be cast-in-place laminate top longitudinal reinforcement；
9 be cast-in-place laminate top transverse steel；10 be lateral connection reinforced steel bar ring；11 be lower part bar shaped concrete component.
Specific embodiment
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not
They can be interpreted as limiting the scope of the present invention.
Embodiment: as shown in Figure 1-Figure 3, a kind of two-way floor of overlapping concrete reinforcement ring of the invention, including concrete
Native bottom 1, cast-in-place overlapping layers 2, lateral connection mouth 3, preformed layer board bottom longitudinal reinforcement 4, preformed layer board bottom transverse steel 5, reinforcing bar
Truss 6, pre-buried lifting reinforcing bar 7, cast-in-place laminate top longitudinal reinforcement 8, cast-in-place laminate top transverse steel 9, lateral connection reinforced steel bar ring 10,
Lower part bar shaped concrete component 11,
Overlap that the two-way floor of concrete reinforcement ring is assembled by the two-way precast floor slab of overlapping concrete reinforcement ring and cast-in-place concrete and
At；
Longitudinal both ends of precast concrete bottom 1 are overlapped on the top of lower part bar shaped concrete component 11 respectively, and the lap of splice is 5 ~
20mm；The preformed layer board bottom transverse steel 5 longitudinally docked is located at 11 top of lower part bar shaped concrete component, opposite prefabricated laminate
Bottom horizontal reinforcing bar 5 mutually overlaps one by one；
Precast concrete bottom 1 laterally closes up one by one to be close to, and the lateral connection mouth 3 of adjacent precast concrete bottom 1 is one by one
It is aligned, lateral connection reinforced steel bar ring 10 is respectively set in each lateral connection mouth 3；Lateral connection reinforced steel bar ring 10 is horizontal, both ends difference
Across two adjacent preformed layer board bottom longitudinal reinforcements 4；
Before cast-in-place overlapping layers 2 pours, cast-in-place laminate top longitudinal reinforcement 8 is set up, cast-in-place laminate top longitudinal reinforcement 8 is uniformly distributed, and is indulged
It is mutually overlapped to the cast-in-place laminate top longitudinal reinforcement 8 of docking；
Cast-in-place laminate top transverse steel 9 is set up, cast-in-place laminate top transverse steel 9 is uniformly distributed laterally adjacent overlapping concrete steel
The cast-in-place laminate top transverse steel 9 of the two-way precast floor slab of muscle ring mutually overlaps；
The cast-in-place overlapping layers 2 of after-pouring is completed in assembly.
The generally rectangle of precast concrete bottom 1 of the overlapping two-way precast floor slab of concrete reinforcement ring, prefabricated mixed
Lowest level inside solidifying soil bottom 1 is equally distributed preformed layer board bottom transverse steel 5, the length of preformed layer board bottom transverse steel 5
Degree is the width of plate, and preformed layer board bottom transverse steel 5 extends to the both ends of plate；
In the top of preformed layer board bottom transverse steel 5, equally distributed preformed layer board bottom longitudinal reinforcement 4, preformed layer board bottom are set
The long side both ends of precast concrete bottom 1 are stretched out at 4 both ends of longitudinal reinforcement；
In the side of two long sides of precast concrete bottom 1, be uniformly arranged several lateral connection mouths 3, lateral connection mouth 3 from
Respectively to the outside of outermost steel bar girder 6, there are 2 ~ 4 preformed layer board bottom longitudinal direction steel in the outside of outermost steel bar girder 6 at edge
Muscle 4；The low bottom of lateral connection mouth 3 to the top of preformed layer board bottom longitudinal reinforcement 4；
The top of precast concrete bottom 1 is cast-in-place overlapping layers 2, and top layer is equally distributed in-situ layer in cast-in-place overlapping layers 2
Plate top transverse steel 9, transverse steel 9 lower part in cast-in-place laminate top is intersection normal thereto and equally distributed cast-in-place laminate top is longitudinal
Reinforcing bar 8；
Steel bar girder 6 is set in precast concrete bottom 1, and the bottom of steel bar girder 6 is two preformed layer board bottom longitudinal reinforcements
4, top is a cast-in-place laminate top longitudinal reinforcement 8, and the floor projection of cast-in-place laminate top longitudinal reinforcement 8 is located at two prefabricated laminates
The centre of bottom longitudinal reinforcement 4；Using diagonal reinforcement by the preformed layer board bottom longitudinal direction steel with two sides respectively of cast-in-place laminate top longitudinal reinforcement 8
Muscle 4 connects；Next the half of steel bar girder 6 is located in precast concrete bottom 1, and upper half is located in cast-in-place overlapping layers 2；Prefabricated
4 pre-buried lifting reinforcing bars 7 are buried in concrete base 1.
The lower part bar shaped concrete component 11 is three classes different component, and the first kind is building foundation；Second class is shearing
Wall top portion；Third class is composite beam.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (3)
1. a kind of two-way floor of overlapping concrete reinforcement ring, including precast concrete bottom (1), cast-in-place overlapping layers (2), transverse direction connect
Interface (3), preformed layer board bottom longitudinal reinforcement (4), preformed layer board bottom transverse steel (5), steel bar girder (6), pre-buried lifting reinforcing bar
(7), cast-in-place laminate top longitudinal reinforcement (8), cast-in-place laminate top transverse steel (9), lateral connection reinforced steel bar ring (10), lower part bar shaped are mixed
Solidifying soil component (11), it is characterised in that:
Overlap that the two-way floor of concrete reinforcement ring is assembled by the two-way precast floor slab of overlapping concrete reinforcement ring and cast-in-place concrete and
At；
Longitudinal both ends of precast concrete bottom (1) are overlapped on respectively at the top of lower part bar shaped concrete component (11), the lap of splice
For 5 ~ 20mm；The preformed layer board bottom transverse steel (5) longitudinally docked is located at lower part bar shaped concrete component (11) top, opposite
Preformed layer board bottom transverse steel (5) mutually overlaps one by one；
Precast concrete bottom (1) laterally closes up one by one to be close to, and the lateral connection mouth of adjacent precast concrete bottom (1)
(3) it is aligned one by one, lateral connection reinforced steel bar ring (10) is respectively set in each lateral connection mouth (3)；Lateral connection reinforced steel bar ring (10)
Level, both ends are respectively across two adjacent preformed layer board bottom longitudinal reinforcements (4)；
Before cast-in-place overlapping layers (2) pours, cast-in-place laminate top longitudinal reinforcement (8) is set up, cast-in-place laminate top longitudinal reinforcement (8) uniformly divides
Cloth, the cast-in-place laminate top longitudinal reinforcement (8) longitudinally docked mutually overlap；
Cast-in-place laminate top transverse steel (9) is set up, cast-in-place laminate top transverse steel (9) is uniformly distributed laterally adjacent overlapping coagulation
The cast-in-place laminate top transverse steel (9) of the native two-way precast floor slab of reinforced steel bar ring mutually overlaps；
Steel bar girder (6) are set in precast concrete bottom (1), 4 pre-buried liftings are buried in precast concrete bottom (1)
Reinforcing bar (7);
The cast-in-place overlapping layers of after-pouring (2) are completed in assembly.
2. a kind of two-way floor of overlapping concrete reinforcement ring according to claim 1, it is characterised in that: the overlapping coagulation
Precast concrete bottom (1) the generally rectangle of the native two-way precast floor slab of reinforced steel bar ring, it is internal most in precast concrete bottom (1)
Lower layer is equally distributed preformed layer board bottom transverse steel (5), and the length of preformed layer board bottom transverse steel (5) is the width of plate,
Preformed layer board bottom transverse steel (5) extends to the both ends of plate；
In the top of preformed layer board bottom transverse steel (5), equally distributed preformed layer board bottom longitudinal reinforcement (4), preformed layer are set
The long side both ends of precast concrete bottom (1) are stretched out at board bottom longitudinal reinforcement (4) both ends；
In the side of two long sides of precast concrete bottom (1), it is uniformly arranged several lateral connection mouths (3), lateral connection
Mouthful (3), respectively to the outside of outermost steel bar girder (6), have 2 ~ 4 preformed layers on the outside of outermost steel bar girder (6) from edge
Board bottom longitudinal reinforcement (4)；The low bottom of lateral connection mouth (3) to the top of preformed layer board bottom longitudinal reinforcement (4)；
The top of precast concrete bottom (1) is cast-in-place overlapping layers (2), is equally distributed in cast-in-place overlapping layers (2) interior top layer
Cast-in-place laminate top transverse steel (9), cast-in-place laminate top transverse steel (9) lower part be it is normal thereto intersection and it is equally distributed cast-in-place
Laminate top longitudinal reinforcement (8)；
The bottom of steel bar girder (6) is two preformed layer board bottom longitudinal reinforcements (4), and top is a cast-in-place laminate top longitudinal reinforcement
(8), the floor projection of cast-in-place laminate top longitudinal reinforcement (8) is located at the centre of two preformed layer board bottom longitudinal reinforcements (4)；Using oblique
Cast-in-place laminate top longitudinal reinforcement (8) is connect with the preformed layer board bottom longitudinal reinforcement (4) of two sides by reinforcing bar respectively；Steel bar girder (6)
Next half be located in precast concrete bottom (1), it is interior that upper half is located at cast-in-place overlapping layers (2).
3. a kind of two-way floor of overlapping concrete reinforcement ring according to claim 1, it is characterised in that: the lower part bar shaped
Concrete component (11) is three classes different component, and the first kind is building foundation；Second class is at the top of shear wall；Third class is overlapping
Beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910067648.3A CN109853808A (en) | 2019-01-24 | 2019-01-24 | A kind of two-way floor of overlapping concrete reinforcement ring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910067648.3A CN109853808A (en) | 2019-01-24 | 2019-01-24 | A kind of two-way floor of overlapping concrete reinforcement ring |
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| Publication Number | Publication Date |
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| CN109853808A true CN109853808A (en) | 2019-06-07 |
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ID=66895986
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910067648.3A Withdrawn CN109853808A (en) | 2019-01-24 | 2019-01-24 | A kind of two-way floor of overlapping concrete reinforcement ring |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681593A (en) * | 2020-12-16 | 2021-04-20 | 张小兵 | Cast-in-situ reinforced concrete floor formwork structure |
-
2019
- 2019-01-24 CN CN201910067648.3A patent/CN109853808A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681593A (en) * | 2020-12-16 | 2021-04-20 | 张小兵 | Cast-in-situ reinforced concrete floor formwork structure |
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Application publication date: 20190607 |
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