CN106481027A - Floor quality integrated control method and multi-functional floor quality control module used - Google Patents
Floor quality integrated control method and multi-functional floor quality control module used Download PDFInfo
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- CN106481027A CN106481027A CN201611218648.1A CN201611218648A CN106481027A CN 106481027 A CN106481027 A CN 106481027A CN 201611218648 A CN201611218648 A CN 201611218648A CN 106481027 A CN106481027 A CN 106481027A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
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- 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
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
-
- 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
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
- E04G21/185—Means for positioning building parts or elements for anchoring elements or elements to be incorporated in the structure
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- Architecture (AREA)
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- Structural Engineering (AREA)
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Abstract
The invention discloses a kind of floor quality integrated control method i.e. multi-functional floor quality control module used.This module includes module body, and module body height is floor plan thickness, is provided with the convex eaves of waterproof or waterproof groove, top and bottom all offer reinforcing bar detent at its side sustained height；The present invention adopts this module as supporting it is ensured that the Plane Location of upper reinforcement net and lower rebar net；Ensure that protective layer thickness and the slab thickness of upper reinforcement net and lower rebar net during concreting, ensure that floor elevation and the flatness of concrete floor by double levelling techniques.Integrated control method of the present invention is that slab thickness, flatness and thickness of protection tier have been carried out association Comprehensive Control; while controlling one, accordingly other factors are also carried out with preferable control; specify that the method that each process inspection controls, significantly improve whole structure and the level of existing independent control.
Description
Technical field
The invention belongs to building floor technical field of construction, it is related to a kind of floor quality integrated control method and many work(used
Can floor quality control module and in particular to slab thickness, flatness, the integrated control method of thickness of protection tier and used
Multi-functional floor quality control module.
Background technology
With the development of building trade, construction scale is increasing, and the masses increasingly improve to the pursuit of quality life, take part in building
Each side also is making great efforts to improve project delivery method, formulates stricter quality control standard, accordingly to the thickness of floor, building
The flatness of plate, the protective layer thickness of reinforcing bar it is also proposed higher requirement.
Generally, the larger phenomenon of concrete floor became uneven, flatness deviation often occurs at the construction field (site), by floor
On all kinds of hole to be provideds thickness of concrete floor is measured, often exist slab thickness deviation exceed acceptance specification feelings
Condition, the larger problem of floor flatness deviation, increased the difficulty of later stage indoor terrace construction, directly affect interior net storey height.
The diameter of floor upper design reinforcing bar is generally φ 8, φ 10, φ 12 equal-specification.And traditional reinforcing bar stirrup supports
Rigidity is weak, dimensional discrepancy is larger, floor upper reinforcement protective layer thickness is controlled not strict, not only the section of impact floor is effective
Highly, and affect the durability of structure, especially by check floor slab back casting band at reinforcing bar, find top bars position and
Easily the larger phenomenon of deviation in protective layer thickness.
By the existing construction technology of specification, utilize the integrated control method of shaping tool it is ensured that cast-in-place concrete simultaneously
Slab thickness, flatness, the requirement of thickness of protection tier deviation compliant, reach guarantee safety of structure and durable simultaneously
Property, reduce waste of material, reach the purpose ensureing that construction in later period is smoothed out.Shaping tool further develops at present,
But already present shaping tool is unable to reach and controls the thickness of protection tier of double steel bar, slab thickness and smooth simultaneously
Degree.
Content of the invention
In order to achieve the above object, the invention provides a kind of multi-functional floor quality control module, this module can be comprehensive
Close and control slab thickness, flatness, thickness of protection tier；The design of this module facilitates the positioning of floor upper reinforcement, keeps away
Exempted from sliding that conventional reinforced bar support occurs and skewness it is ensured that thickness of protection tier, the thickness of concrete floor and
The absolute altitude of its upper surface and flatness；
Present invention also offers a kind of method using above-mentioned multi-functional floor quality control module Comprehensive Control floor quality（I.e.
The method of Comprehensive Control slab thickness, flatness and thickness of protection tier）, the method, can be calibrated in the presence of module
Control slab thickness, flatness and thickness of protection tier while really.
The present invention is achieved by the following technical solutions
A kind of multi-functional floor quality control module, including module body, the height of described module body is floor plan thickness,
It is provided with the convex eaves of waterproof or waterproof groove at the sustained height of module body side, the top of module body and bottom all offer
Reinforcing bar detent.
Described multi-functional floor quality control module, described module body be shaped as cuboid, the length of described module body
Degree is identical with width, and described reinforcing bar detent is U-lag.
Described multi-functional floor quality control module, described module body be shaped as cylinder.
Described multi-functional floor quality control module, described waterproof groove or the convex eaves of waterproof are arranged in module body side
Between position.
The length that described multi-functional floor quality control module, the depth of described waterproof groove or the convex eaves of described waterproof stretch out is
The width of the convex eaves of 10mm, waterproof groove or waterproof is 10mm；The width of described reinforcing bar detent is floor bar diameter d+
10mm, the depth of reinforcing bar detent is floor bar diameter d+c（C is the floor bar protective layer thickness of design）.
One kind adopts above-mentioned multi-functional floor quality control module Comprehensive Control floor quality（I.e. Comprehensive Control slab thickness, flat
Whole degree and thickness of protection tier）Method, the method comprises the following steps：
（1）The station location marker of multi-functional floor quality control module
According to design drawing, draw module flat layout drawing；The position of depanning block, then according to module arrangement figure, is identified on template
Put；
（2）Multi-functional floor quality control module Comprehensive Control slab thickness, flatness and thickness of protection tier
Assembling reinforcement, simultaneously according to step（1）Fixing multi-functional floor quality control module is installed in the position of mark, using module
The positioning upper reinforcement net of floor and the Plane Location of lower rebar net；Module height is the thickness of floor；Floor upper steel
Muscle net and lower rebar net carry out floor concrete casting after being respectively clamped into the upper surface groove of module and lower surface groove, reach
Control the purpose of floor upper reinforcement protective layer and floor bottom thickness of protection tier；Pour and during build floor, utilize the whole of module
Body height, floorslab concrete finished surface is contour with module, with module for its datum mark, carry out the paving of concrete, receipts face it is ensured that
The thickness of floor, it is ensured that the absolute altitude of concrete upper surface and flatness, has reached the purpose controlling slab surfaces flatness.
The described method using multi-functional floor quality control module Comprehensive Control floor quality, described upper reinforcement
Net is formed by top top bars and the staggered colligation of top lower floor reinforcing bar, and described top top bars is longitudinal reinforcement or horizontal
Reinforcing bar；Described lower rebar net is formed by the colligation that interlocks of bottom top bars and bottom lower floor reinforcing bar, described bottom lower floor
Reinforcing bar is longitudinal reinforcement or transverse steel.
The described method using multi-functional floor quality control module Comprehensive Control floor quality, described top top bars
Snap in the top rebars detent of module upper surface, described bottom lower floor reinforcing bar snaps in the bottom reinforcement bars of module lower surface
In detent.
The described method using multi-functional floor quality control module Comprehensive Control floor quality, described upper reinforcement net with
The waterproof groove of module side or the convex eaves of waterproof are bundled using tied silk, increase the stability of module；Described bottom steel
Muscle net is bundled using tied silk with the waterproof groove of module side or the convex eaves of waterproof, increases the stability of module.
The described method using multi-functional floor quality control module Comprehensive Control floor quality, methods described utilizes module
Mark acts on, and is once slightly controlled thickness and flatness in concreting, carries out secondary accurate in concrete-face closure
Control thickness and flatness, by two secondary control, reached the purpose controlling slab thickness and flatness, concrete-face closure is to adopt
Struck off with aluminium alloy darby and carry out receipts face.
Compared with prior art, the present invention has following positive beneficial effect
（1）Multi-functional floor quality control module of the present invention has had reinforced bar support, reinforcing bar positioning, cover to reinforcement thickness concurrently
Five kinds of functions such as receipts face mark that degree controls, slab thickness controls, floor concrete paves, are a kind of comprehensive construction quality controls
Instrument processed；
（2）The design of multi-functional floor quality control module upper surface top rebars detent of the present invention facilitates floor
The positioning of upper reinforcement, it is to avoid sliding and skewness that conventional reinforced bar support occurs；Module is propped up and is padded on top vertical, horizontal
The top bars bottom of reinforcing bar intersection, decrease reinforcing bar stirrup support when reinforcing bar stack the number of plies, be conducive to concrete pair
The parcel of reinforcing bar；This module upper surface groove-bottom absolute altitude is the bottom absolute altitude of the floor top top bars of design it is ensured that steel
Muscle Plane Location accurate, the depth of upper surface top rebars detent be thickness of protection tier with the diameter of reinforcing bar it
With, that is, ensure reinforcement location accurate while, also ensure that the thickness c of cover to reinforcement；Module following table of the present invention
The design of face bottom reinforcement bars detent, facilitate underfloor subordinate's layer reinforcing bar snaps in positioning, coordinates pad at decussation
Floor bottom layer of the reinforcing steel protective layer cushion block；This invention ensures that reinforcement location, protective layer thickness, namely ensure that effectively cutting of flooring
Face height, ensure that the bearing capacity of floor；
（3）Module height of the present invention is the thickness of floor, that is, on the basis controlling floor bottom mould absolute altitude, flatness
On, point on the basis of module, carry out the paving of floorslab concrete, receipts face it is ensured that the thickness of floor, ensure that concrete upper table
The absolute altitude in face and flatness；The length and width of module identical it is ensured that module place self stability, ensure that recessed simultaneously
Groove side can facilitate molding, the demoulding, will not rupture；
（4）Four sides of module of the present invention are provided with waterproof groove or the convex eaves of waterproof so that module and periphery floor
Produce concave-convex clutch effect, be easy to combining closely of module and periphery floor, extend the permeation pathway of junction water simultaneously,
To waterproof action；And will be firm with floor upper reinforcement or floor bottom reinforcing bar binding to waterproof groove or the convex eaves of waterproof using tied silk
Gu, preferably ensure the stability of module, prevent module from turning on one's side；
（5）The present invention, using double levelling techniques, that is, in concrete speading link, is carried out for mark with module slightly levelling, improves
The degree of accuracy observed with eye in work progress, reduces the workload rooted out any excess concrete and supplement recess concrete, alleviates
The labor intensity of workman, improves work efficiency；Then receiving face ring section, on the basis of module, carried out using aluminium alloy darby
The levelling receipts face of essence, changes traditional handicraft scraper plate and evens up, and bracing wire rope dipstick metering checks absolute altitude to control the way that flatness checks, with
When also achieve the Comprehensive Control of floor absolute altitude, flatness；I.e. the present invention is one for the control of slab surfaces absolute altitude, flatness
The method planting mid-event control is more convenient than the control of postmortem, quick；
（6）The method of Comprehensive Control floor quality of the present invention is by slab thickness, flatness and thickness of protection tier
Carry out association Comprehensive Control, accordingly preferable control has been also carried out to other factors while controlling one, specify that
The method that each process inspection controls, significantly improves whole structure and the level of existing independent control, is to existing correlation
The supplement of inspection of quality specification.
Brief description
Fig. 1 is the structural representation of multi-functional floor quality control module and reinforcing bar cooperation；
Fig. 2 is the structural representation of multi-functional floor quality control module；
Fig. 3 is the station location marker figure of multi-functional floor quality control module.
Specific embodiment
In brief description, label 101 is module body, and 1 is top rebars detent, and 2 is bottom reinforcement bars detent, 3
It is waterproof groove, 4 is top top bars, 5 is top lower floor reinforcing bar, and 6 is bottom top bars, 7 is bottom lower floor reinforcing bar, 8
It is the convex eaves of waterproof, 9 is pillar, 10 is girder, 11 is secondary beam.
With reference to the accompanying drawings and detailed description the present invention is described in more details, but is not limited to
Protection scope of the present invention.
Embodiment 1
The present embodiment, as shown in figure 1, a kind of multi-functional floor quality control module, including module body 101, described module is originally
The height of body 101 be floor plan thickness h it is adaptable to slab thickness 60mm≤h≤150mm, in module body 101 side
It is provided with waterproof groove 3, the top of module body 101 offers reinforcing bar detent 1, module body 101 at portion's sustained height
Bottom offers bottom reinforcement bars detent 2；Top rebars detent 1 is padded on top top bars 4 and the top of floor
Top top bars 4 bottom of lower floor's reinforcing bar 5 cross point proximity, bottom reinforcement bars detent 2 is stuck in the bottom upper strata of floor
Bottom lower floor reinforcing bar 7 top of reinforcing bar 6 and bottom lower floor reinforcing bar 7 cross point proximity.
Described module body 101 be shaped as cuboid-type, the length and width of described module body 101 is 60mm；
Top rebars detent 1 and bottom reinforcement bars detent 2 are U-shaped groove, and top rebars detent 1 and bottom reinforcement bars
The width of detent 2 is floor bar diameter d+10mm, depth is floor bar diameter d+ floor bar protection thickness
Degree c（Floor bar protective layer thickness c is 15mm）.
Described waterproof groove 3 is arranged on the centre position of module body 101 side, and the depth of waterproof groove is
10mm, width is 10mm.
Embodiment 2
In the present embodiment, as shown in Fig. 2 embodiment 2 is substantially the same manner as Example 1, difference is：Described module body
101 is cylinder type, is provided with the convex eaves of waterproof 8 at the sustained height of module body 101 side.
The convex eaves of described waterproof 8 is arranged on the centre position of module body 101 side, and the length that the convex eaves of waterproof 8 stretches out is
10mm, the width of the convex eaves of waterproof 8 is 10mm.
Embodiment 3
A kind of multi-functional floor quality control module Comprehensive Control floor quality described in employing embodiment 1（Slab thickness, smooth
Degree and thickness of protection tier）Method, the method comprises the following steps：
（1）The station location marker of multi-functional floor quality control module
According to design drawing, draw the site plan of multi-functional floor quality control module, as shown in figure 3, and then according to mould
Block layout drawing, identifies the position of depanning block in template；
（2）Multi-functional floor quality control module Comprehensive Control slab thickness, flatness and thickness of protection tier
According to step while assembling reinforcement（1）Fixing multi-functional floor quality control module is installed in the position of mark, using mould
The block positioning upper reinforcement net of the floor and Plane Location of lower rebar net, described upper reinforcement net by top top bars and
The staggered colligation of top lower floor reinforcing bar forms, and top top bars snaps in the top rebars detent of module upper surface；Described
Lower rebar net formed by the colligation that interlocks of bottom top bars and bottom lower floor reinforcing bar, bottom lower floor reinforcing bar snaps in module following table
In the bottom reinforcement bars detent in face；Pad floor bottom layer of the reinforcing steel protective layer cushion block is coordinated at decussation, will using tied silk
Module side waterproof groove is bundled with floor upper reinforcement net, increases the stability of module, for the design such as floor centre
Only lower rebar net when, snap in bottom lower floor reinforcing bar in module lower surface groove, adopt tied silk by module side simultaneously
Waterproof groove and bottom lower floor reinforcing bar are bundled, and increase stability；
The thickness h that the multi-functional height of floor quality control module is equal to the thickness of floor, i.e. the height of module is floor；
The upper reinforcement net of floor and lower rebar net are respectively clamped under top rebars detent and the module of module upper surface
Carry out concrete floor slab placement after the bottom reinforcement bars detent on surface, thus reach control floor upper reinforcement net protective layer and floor
The purpose of lower rebar net protective layer thickness；When carrying out floor concrete casting, put Prefabricated block in advance well, module height is
Floor plan thickness, the spacing of each module is not more than 1.5m, pours whole height, the floorslab concrete utilizing module during build floor
Finished surface is contour with module；Then concrete is paved, point on the basis of module upper surface, carry out once levelling roughly,
In casting process, module periphery is vibrated to ensure the degree of compaction of concrete；The concrete completing for vibrating, to control
On the basis of the top mark height of module, strike off receipts face with aluminium alloy darby, carry out secondary levelling it is ensured that concrete floor surface level
And flatness.
Concrete application embodiment
Described multi-functional floor quality control module, the block length of selection, width are 60mm, highly for 120mm；From
The diameter d of reinforcing bar is 12mm, then the depth of the top detent 1 of module 101 is 27mm, and width is 22mm, bottom positioning
The depth of groove 2 is 27mm, and width is 22mm；Slab thickness is 120mm, and the bar diameter of upper and lower layer bar-mat reinforcement is 12mm,
The protective layer thickness of reinforcing bar is 15mm.
Using the multi-functional floor quality control module Comprehensive Control floor quality described in embodiment 1（Slab thickness, smooth
Degree and thickness of protection tier）Method, comprise the following steps：
（1）Absolute altitude pilot measurement：
According to designed elevation, calculate the absolute altitude of every floor, from absolute altitude datum mark pilot measurement elevation upwards, from diverse location pilot measurement 3
Individual absolute altitude, after adjustment, as the datum mark of this layer of absolute altitude, and from datum mark pilot measurement temporary fiducial point；
（2）Mould bases is set up：
According to the absolute altitude of design floor, calculate the height from temporary fiducial point to each component bed die；Then according to arrangement and method for construction
Set up mould bases；Sweep the floor during setting up bar, vertically and horizontally horizon bar, bridging set up successively it is ensured that support body is stable, controlled with this and draw
High accurate of mark；
（3）The stupefied absolute altitude of floor master controls：
According to absolute altitude datum mark, use level gauge pilot measurement absolute altitude datum mark on every mould bases vertical rod（+ 50 lines）, with steel ruler upwards
Pilot measurement master stupefied bottom absolute altitude control point, the main stupefied absolute altitude of adjustment is to meeting the requirements；
（4）The stupefied absolute altitude of floor time controls：
After the completion of main stupefied Pass line adjustment, the stupefied and template of laying time, by checking the thickness controlling time stupefied height and template, control
Secondary stupefied absolute altitude；
（5）Template surface absolute altitude checks：
According to designed elevation, exhaustive test is carried out to template top mark height, during inspection, adopt level gauge levelling to check；Top elevation is examined
It is desirable to detection dot spacing cannot be greater than 4m when looking into, inspection result is in the range of error that specification allows；Span is more than 4m's
In-situ reinforced concrete slab, needs to consider arch camber, calculates the arch camber peak of floor bottom mould according to springing height（Span centre）
Absolute altitude, then check the absolute altitude of floor bottom mould edge and span centre position；
（6）Template surface flatness checks：
After absolute altitude checks out, using guiding ruler, top board flatness is checked, during inspection, every chi spacing is not more than 4m, every piece of building
Plate is no less than 2 chis；When checking flatness for the slab form at arch camber position, each is domatic to be no less than 1 chi；
（7）Multi-functional floor quality control module station location marker：
According to design drawing, according to each intermodule away from no more than 1.5m, and it is not more than wanting of 0.5m apart from floor bearing edge
Ask, draw module flat layout drawing, as shown in Figure 3；After floor bottom mould absolute altitude and flatness passed examination, according to module flat cloth
Put figure, the position of depanning block is identified on template；
（8）The installation of floor bottom bar-mat reinforcement：
According to the reinforcement location of design, in template surface snap the line, the position of line is the position that floor bottom bar-mat reinforcement is installed, building
Plate lower rebar net by a diameter of 12mm bottom lower floor longitudinal reinforcement 7 and a diameter of 12mm bottom upper strata transverse steel 6
Staggered colligation forms；When lower rebar net is installed, it is combined with the protective layer cushion block of pad floor slab bottoms reinforcing bar at decussation；
（9）The installation of the installation of module body 101, fixation and floor upper reinforcement net：
After a floor slab bottoms bar-mat reinforcement installation, length and width is selected to be 60mm, the multi-functional building highly for 120mm
Plate quality control module（As shown in Figure 1）；Then module is single-frame placed by floor lattice, according to step during placement（7）
Described home position is placed, and snaps in diameter in the bar-mat reinforcement of floor bottom in module lower surface bottom reinforcement bars detent 2
Bottom lower floor longitudinal reinforcement 7 for 12mm（As shown in Figure 1）, according to home position, module is installed one by one；
After b module installation, floor upper reinforcement net is installed, floor upper reinforcement net is by the top upper strata of a diameter of 12mm
The colligation that interlocks of the top lower floor transverse steel 5 of longitudinal reinforcement 4 and a diameter of 12mm forms, and top upper strata longitudinal reinforcement 4 is blocked
Enter in the top rebars detent 1 of module upper surface；After floor upper reinforcement net installation, using tied silk by module side
The waterproof groove 3 in face and upper reinforcement net are bundled, the designs such as floor centre only floor bottom bar-mat reinforcement and
During non-floor upper reinforcement net, the bottom reinforcement bars snapping in module lower surface in the bottom lower floor reinforcing bar 7 of floor bottom bar-mat reinforcement is fixed
While in the groove 2 of position, using tied silk, module side waterproof groove 3 and lower rebar net are bundled, to ensure lower subordinate
The Plane Location of layer reinforcing bar 7 accurately and module stability；
During being somebody's turn to do, module body 101 has carried out the positioning of Plane Location to floor upper reinforcement net and floor bottom bar-mat reinforcement,
Ensure that the protective layer thickness c of upper reinforcement net and lower rebar net；
（10）Concreting：
Carry out concrete speading first, when paving on the basis of multi-functional floor quality control module surface point, carry out once thick
Slightly levelling；Then carry out concreting, module periphery vibrated it is ensured that the degree of compaction of concrete in casting process,
Vibrating head not crash module in process of vibrating；
（11）Face received by concrete floor：
After completing concrete vibrating, on the basis of the top mark height of multi-functional floor quality control module, with 2m aluminium alloy darby
Strike off receipts face, carry out secondary precisely levelling it is ensured that the floor elevation of concrete floor and flatness；
（12）Concrete floor maintenance：
After concreting, carry out moisturizing, insulated curing in time on request；
（13）Concrete floor form removal：
According to the comprcssive strength of cured under same condition form removal test specimen, after reaching regulation requirement, carry out the form removable of floor；
（14）The inspecting for acceptance of concrete floor：
After form removal, floor is carried out with flooring flatness, thickness and thickness of protection tier and carries out checking, detect, slab thickness, building
Plate flatness, the deviation of thickness of protection tier are respectively less than specification tolerance value, and control effect is good.
The present invention adopts multifunction module as support it is ensured that the position of upper reinforcement net and lower rebar net is accurate；
Ensure that upper reinforcement net and the protective layer thickness of lower rebar net in concreting；And controlled by the height of module
The thickness of floor；By double levelling techniques it is ensured that the floor elevation of concrete floor and flatness.
Claims (9)
1. a kind of multi-functional floor quality control module, including module body it is characterised in that the height of described module body is
Floor plan thickness, is provided with the convex eaves of waterproof or waterproof groove at the middle sustained height of module body side, module body
Top and bottom all offer reinforcing bar detent.
2. multi-functional floor quality control module according to claim 1 is it is characterised in that the shape of described module body
For cuboid, the length and width of described module body is identical, and described reinforcing bar detent is U-lag.
3. multi-functional floor quality control module according to claim 1 is it is characterised in that the shape of described module body
For cylinder.
4. multi-functional floor quality control module according to claim 1 is it is characterised in that described waterproof groove or waterproof
Convex eaves is arranged on the centre position of module body side.
5. the multi-functional floor quality control module according to any one of claim 1 ~ 4 is it is characterised in that described waterproof is recessed
The length that the depth of groove or the convex eaves of described waterproof stretch out is 10mm, and the width of waterproof groove or the convex eaves of waterproof is 10mm；Institute
The width stating reinforcing bar detent is floor bar diameter d+10mm, and the depth of reinforcing bar detent sets for floor bar diameter d+
The floor bar protective layer thickness c of meter.
6. the method for the multi-functional floor quality control module Comprehensive Control floor quality described in a kind of claim 1, its feature
It is, the method comprises the following steps：
（1）The station location marker of multi-functional floor quality control module
According to design drawing, draw module flat layout drawing；The position of depanning block, then according to module arrangement figure, is identified on template
Put；
（2）Multi-functional floor quality control module Comprehensive Control slab thickness, flatness and thickness of protection tier
According to step while assembling reinforcement（1）Fixing multi-functional floor quality control module is installed in the position of mark, using mould
The block positioning upper reinforcement net of floor and the Plane Location of lower rebar net；Module height is equal to the thickness of floor；On floor
Portion's bar-mat reinforcement and lower rebar net carry out concrete floor slab placement after being respectively clamped into the upper surface groove of module and lower surface groove, reach
Control the purpose of floor upper reinforcement protective layer and floor bottom thickness of protection tier；Pour the entirety utilizing module during build floor
Highly, floorslab concrete finished surface is contour with module, with module for its datum mark, carry out the paving of concrete, receipts face it is ensured that
The thickness of floor is it is ensured that the absolute altitude of concrete upper surface and flatness.
7. the method for multi-functional floor quality control module Comprehensive Control floor quality according to claim 6, its feature
It is, described upper reinforcement net is formed by the colligation that interlocks of top top bars and top lower floor reinforcing bar, described top upper strata
Reinforcing bar is longitudinal reinforcement or transverse steel；Described lower rebar net is by bottom top bars and the staggered colligation of bottom lower floor reinforcing bar
Form, described bottom lower floor reinforcing bar is longitudinal reinforcement or transverse steel.
8. the method for multi-functional floor quality control module Comprehensive Control floor quality according to claim 7, its feature
It is, described top top bars snaps in the top rebars detent of module upper surface, described bottom lower floor reinforcing bar
Snap in the bottom reinforcement bars detent of module lower surface.
9. the method for multi-functional floor quality control module Comprehensive Control floor quality according to claim 6, its feature
It is, described upper reinforcement net is bundled using tied silk with the waterproof groove of module side or the convex eaves of waterproof；Described
Lower rebar net is bundled using tied silk with the waterproof groove of module side or the convex eaves of waterproof.
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108071194A (en) * | 2018-01-12 | 2018-05-25 | 宝鸡建安集团股份有限公司 | A kind of cast-in-situ floor and thickness control of protection cover of rebar device and its construction technology |
| CN110130588A (en) * | 2019-06-01 | 2019-08-16 | 中国水利水电第七工程局有限公司 | A device for supporting the upper and lower steel bars on the floor |
| CN111044715A (en) * | 2018-10-15 | 2020-04-21 | 重庆河邦建材有限公司 | Destructive test method for hollow floor gypsum filling box |
| CN112123523A (en) * | 2020-08-25 | 2020-12-25 | 五冶集团上海有限公司 | Manufacturing method of double-layer bidirectional concrete cushion block mold |
| CN113322739A (en) * | 2021-05-25 | 2021-08-31 | 中建五局土木工程有限公司 | Terrace pouring construction method |
| CN114607083A (en) * | 2022-03-23 | 2022-06-10 | 山东佳隆建工集团有限公司 | Bearing structure for framework plate for prefabricated building and installation method of bearing structure |
| CN117021297A (en) * | 2023-07-10 | 2023-11-10 | 长信建设有限公司 | Die for improving thickness qualification rate of floor slab, manufacturing method and using method |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2388249Y (en) * | 1999-09-15 | 2000-07-19 | 于明兰 | Reinforced concrete protective covering bearing block |
| CN2878573Y (en) * | 2006-02-21 | 2007-03-14 | 曹世龙 | Horizontal concrete reinforced bar supporter |
| CN201172916Y (en) * | 2008-04-07 | 2008-12-31 | 贺绍勤 | Reinforcement trough split head of concrete products for reinforced concrete slab |
| CN102587588A (en) * | 2012-03-12 | 2012-07-18 | 中天建设集团有限公司 | Multifunctional concrete cushion block |
| JP5051598B2 (en) * | 2010-11-26 | 2012-10-17 | 株式会社ピーエス三菱 | Construction method of steel / concrete composite deck using precast concrete board |
| CN103774792A (en) * | 2012-10-18 | 2014-05-07 | 贺绍勤 | Buckling concrete split head for supporting upper and lower layers of steel bars |
| CN203878872U (en) * | 2014-05-06 | 2014-10-15 | 浙江广厦建设职业技术学院 | Floorslab steel bar supporting stirrup |
| CN204081279U (en) * | 2014-09-30 | 2015-01-07 | 吴克力 | Floor absolute altitude disjunctor split heads |
| CN204139466U (en) * | 2014-09-30 | 2015-02-04 | 中天建设集团有限公司 | A kind of concrete prefabricated cushion block |
| CN204826427U (en) * | 2015-07-31 | 2015-12-02 | 宁波建工股份有限公司 | Two accuse precast concrete cushions of floor cover to reinforcement |
| CN204960141U (en) * | 2015-09-11 | 2016-01-13 | 江苏楚鼎建设工程有限公司 | Hollow cushion |
-
2016
- 2016-12-26 CN CN201611218648.1A patent/CN106481027A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2388249Y (en) * | 1999-09-15 | 2000-07-19 | 于明兰 | Reinforced concrete protective covering bearing block |
| CN2878573Y (en) * | 2006-02-21 | 2007-03-14 | 曹世龙 | Horizontal concrete reinforced bar supporter |
| CN201172916Y (en) * | 2008-04-07 | 2008-12-31 | 贺绍勤 | Reinforcement trough split head of concrete products for reinforced concrete slab |
| JP5051598B2 (en) * | 2010-11-26 | 2012-10-17 | 株式会社ピーエス三菱 | Construction method of steel / concrete composite deck using precast concrete board |
| CN102587588A (en) * | 2012-03-12 | 2012-07-18 | 中天建设集团有限公司 | Multifunctional concrete cushion block |
| CN103774792A (en) * | 2012-10-18 | 2014-05-07 | 贺绍勤 | Buckling concrete split head for supporting upper and lower layers of steel bars |
| CN203878872U (en) * | 2014-05-06 | 2014-10-15 | 浙江广厦建设职业技术学院 | Floorslab steel bar supporting stirrup |
| CN204081279U (en) * | 2014-09-30 | 2015-01-07 | 吴克力 | Floor absolute altitude disjunctor split heads |
| CN204139466U (en) * | 2014-09-30 | 2015-02-04 | 中天建设集团有限公司 | A kind of concrete prefabricated cushion block |
| CN204826427U (en) * | 2015-07-31 | 2015-12-02 | 宁波建工股份有限公司 | Two accuse precast concrete cushions of floor cover to reinforcement |
| CN204960141U (en) * | 2015-09-11 | 2016-01-13 | 江苏楚鼎建设工程有限公司 | Hollow cushion |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108071194A (en) * | 2018-01-12 | 2018-05-25 | 宝鸡建安集团股份有限公司 | A kind of cast-in-situ floor and thickness control of protection cover of rebar device and its construction technology |
| CN111044715A (en) * | 2018-10-15 | 2020-04-21 | 重庆河邦建材有限公司 | Destructive test method for hollow floor gypsum filling box |
| CN111044715B (en) * | 2018-10-15 | 2021-11-30 | 重庆河邦建材有限公司 | Destructive test method for hollow floor gypsum filling box |
| CN110130588A (en) * | 2019-06-01 | 2019-08-16 | 中国水利水电第七工程局有限公司 | A device for supporting the upper and lower steel bars on the floor |
| CN112123523A (en) * | 2020-08-25 | 2020-12-25 | 五冶集团上海有限公司 | Manufacturing method of double-layer bidirectional concrete cushion block mold |
| CN113322739A (en) * | 2021-05-25 | 2021-08-31 | 中建五局土木工程有限公司 | Terrace pouring construction method |
| CN114607083A (en) * | 2022-03-23 | 2022-06-10 | 山东佳隆建工集团有限公司 | Bearing structure for framework plate for prefabricated building and installation method of bearing structure |
| CN117021297A (en) * | 2023-07-10 | 2023-11-10 | 长信建设有限公司 | Die for improving thickness qualification rate of floor slab, manufacturing method and using method |
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