CN110424601A - A kind of fabricated construction laminated floor slab concreting anti-floating system and implementation method - Google Patents
A kind of fabricated construction laminated floor slab concreting anti-floating system and implementation method Download PDFInfo
- Publication number
- CN110424601A CN110424601A CN201910687851.0A CN201910687851A CN110424601A CN 110424601 A CN110424601 A CN 110424601A CN 201910687851 A CN201910687851 A CN 201910687851A CN 110424601 A CN110424601 A CN 110424601A
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- floor slab
- laminated floor
- connector
- adjusting rod
- fixed
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- 238000010276 construction Methods 0.000 title claims abstract description 30
- 238000000034 method Methods 0.000 title claims abstract description 10
- 210000003205 muscle Anatomy 0.000 claims description 19
- 238000009434 installation Methods 0.000 claims description 10
- 239000002023 wood Substances 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 150000001875 compounds Chemical class 0.000 claims description 3
- 238000004064 recycling Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 206010054949 Metaplasia Diseases 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000015689 metaplastic ossification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000002910 solid waste Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Floor Finish (AREA)
Abstract
The invention discloses a kind of fabricated construction laminated floor slab concreting anti-floating system and implementation methods, belong to building floor technical field of construction.Including upper limit bit location and with the lower limit bit location of upper limit unit matching, upper limit bit location includes fixed skeleton, connecting rod and connector, connecting rod is fixedly connected on fixed skeleton, the connector matching is connected to the one end of connecting rod far from fixed skeleton, lower limit bit location includes fixed plate, adjusting rod and support plate, fixed plate is oppositely arranged with fixed skeleton, and one end of adjusting rod matches connection with connector through fixed plate, and the other end of adjusting rod matches connection with support plate.Pass through the adjusting nut adjustable range of adjusting rod, it is fixedly clamped and plate and fastens, effective entirety is connected as with upper limit bit location, enhance template system overall stiffness, deviation, floating, spillage and other issues when effectivelying prevent laminated floor slab concreting, adjusting rod, support plate are detachable, reuse, convenient and efficient, save the cost.
Description
Technical field
The invention belongs to the technical fields of building floor construction, are specifically related to a kind of fabricated construction laminated floor slab coagulation
Soil pours anti-floating system and implementation method.
Background technique
It is assembled to transport to live directly progress in factory's industrialization production for fabricated construction, that is, component.Component is in manufacturer's standard
Metaplasia produces, and accomplishes quality standardization, advantageous depositing dust, noise reduction on site, reduces solid waste and generate, reduces Field Force and match
Standby, reduction circulation material configuration, accomplishes live green construction.Exterior wall prefabricated components carry insulating layer, and main building construction does not need to pass
System external scaffolding is more convenient compared with traditional structure cast-in-place structure, is quick, saving total construction period.
In order to meet assembled laminated floor slab globality structural requirement, it can be stayed between laminated floor slab and set 300mm wide concrete
Hoard strip, after superimposed sheet is installed, after pour strip template using template envelope mould, lumps of wood back cord reinforce, bottom support frame.By
It is light-weight in superimposed sheet, installation when directly rest on lower wall body or support on.When concreting, construction loads, vibrating head
It is very big to generate vibration, only leans on lower part template and support, it is easy to it causes superimposed sheet displacement, float, template spillage, concrete formation
The mass defects such as board bottom out-of-flatness are unable to satisfy the quality requirement that fabricated construction exempts from painting.
Summary of the invention
The present invention to be solved deficiency in the prior art, so proposing that a kind of fabricated construction laminated floor slab concrete pours
Anti-floating system and implementation method are built, can effectively guarantee laminated floor slab stability well, concrete construction quality is ensured, keeps away
Uneven whole face structure needs later period condition of construction generation again after exempting from spillage or molding, and economy simple for production, installation is simple, reliability
Height can be widely applied to fabricated construction laminated floor slab hoard strip formwork reinforcement.
To achieve the goals above, the present invention uses following scheme:
A kind of fabricated construction laminated floor slab concreting anti-floating system, including upper limit bit location and with upper limit bit location
The lower limit bit location of cooperation, the upper limit bit location include that fixed skeleton, connecting rod and connector, the connecting rod are fixedly connected
On fixed skeleton, the connector matching is connected to the one end of connecting rod far from fixed skeleton, and the lower limit bit location includes
Fixed plate, adjusting rod and support plate, the fixed plate are oppositely arranged with fixed skeleton, and fixed plate is run through in one end of the adjusting rod
Connection is matched with connector, the other end of the adjusting rod matches connection with support plate.
Further, the fixed skeleton includes transverse bar and vertical muscle, and the transverse bar is connect with connecting rod, the length of the transverse bar
Spend it is 200~300mm bigger than laminated floor slab spacing, the every 200~300mm of transverse bar be spaced apart and the spacing that start to walk for 20~
40mm, it is 350~450mm that two and spacing, which are arranged in parallel, in the vertical muscle, and the vertical muscle is fixedly connected with transverse bar.
Further, the connector is truncated cone-shaped structure, and the end face that the connector is connect with adjusting rod, which is greater than, to be connected
The end face that junctor is connect with connecting rod, the end face that the connector is connect with adjusting rod are equipped with rubber layer, the rubber layer
It is bonded with fixed plate.
Further, the width of the fixed plate is greater than laminated floor slab spacing and is less than or equal to the width of fixed skeleton.
Further, the adjusting rod is screw rod, is connected with adjusting nut on the adjusting rod of the support plate bottom.
Marine worker of the present invention has opened also a kind of implementation method of fabricated construction laminated floor slab concreting anti-floating system, packet
Include following steps:
Step 1: after laminated floor slab is installed and checks compound standard, installation top upper limit bit location will be fixed first
The transverse bar that connecting rod and connector are connected on skeleton is laid in the vertical of two 350~450mm of interval by 200~300 spacing
On muscle, and guarantee that the starting spacing of transverse bar maintains between 20~40mm；
Step 2: the top of adjusting rod is threadedly coupled through support plate and fixed plate and with connector, the bottom of adjusting rod
It is installed using double nut and gasket and adjusts reinforcing and be bonded to connector with fixed plate in end；
Step 3: setting up fixed plate bracing frame, add lumps of wood back cord in support frame positioning, after installation is solid on lumps of wood back cord again
Fixed board simultaneously adjusts support frame and is bonded to fixed plate with laminated floor slab；
Step 4: laminated floor slab reinforcement installation and being welded and fixed and checking and accepting with the transverse bar of fixed skeleton and vertical muscle；
Step 5: concreting；
Step 6: fixed plate, support plate and adjusting rod, which are removed, implements recycling.
Compared with prior art, the present invention can obtain following technical effect:
The present invention is equipped with upper limit bit location and lower limit bit location, will effectively be folded using upper limit bit location and lower limit bit location
It closes floor to clamp and fix, laminated floor slab displacement under construction load effect in casting concrete is avoided to form spillage or molding
Uneven whole face structure such as need to construct at the intricately sequence of operations problem again afterwards.Specially fixed skeleton and laminated floor slab reinforcing bar are fixed
And be embedded in cast-in-place concrete, a upper stationary plane is provided for laminated floor slab, is fixed with connecting rod, connecting rod on fixed skeleton
The upper connector being connect with adjusting rod, by the adjusting nut of adjusting rod by the bottom surface and connector of fixed plate and laminated floor slab
The rubber layer of bottom surface is bonded, and effectively guarantees construction quality, while carrying out laminated floor slab using the adjusting bolt of adjusting rod
The fixed of lower direction realizes good anti-floating function.The length of transverse bar is 200~300mm bigger than laminated floor slab spacing, transverse bar every 200
~300mm is spaced apart and the spacing that starts to walk is 20~40mm, and transverse bar length and spacing setting effectively guarantee laminated floor slab gap
Interior bonding strength fixes laminated floor slab with lower limit unit comprehensive use.It can effectively guarantee that laminated floor slab is good
Ground stability ensures concrete construction quality, and uneven whole face structure after spillage or molding is avoided to need later period condition of construction generation again,
Economy simple for production, installation is simple, and high reliablity can be widely applied to fabricated construction laminated floor slab hoard strip template and add
Gu.
Detailed description of the invention
Fig. 1 is integrally-built working condition chart of the invention；
Fig. 2 is the overall structure diagram of the invention in addition to fixed plate；
Fig. 3 is that overall structure of the invention is mounted on the top view in laminated floor slab gap.
In figure: 1, fixed skeleton；11, transverse bar；12, muscle is indulged；2, connecting rod；3, connector；4, fixed plate；5, adjusting rod；
6, support plate；7, laminated floor slab；8, support frame；9, lumps of wood back cord.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiments, to the present invention
It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to
Limit the present invention.
Embodiment 1:
As shown in Figure 1 to Figure 3, a kind of fabricated construction laminated floor slab concreting anti-floating system, including upper limit list
Member and the lower limit bit location with upper limit unit matching, upper limit bit location include fixed skeleton 1, connecting rod 2 and connector 3, Gu
Determining skeleton 1 includes the transverse bar 11 and vertical muscle 12 that diameter is 14mm, and the length of transverse bar 11 is 200mm bigger than 7 spacing of laminated floor slab, transverse bar
11 every 300mm are spaced apart and the spacing that starts to walk is 20mm, and vertical muscle 12 is arranged in parallel two and spacing is 400mm, indulge muscle 12 and cross
Muscle 11 is welded and fixed or binds connection.Vertical muscle 12 and transverse bar 11 are fixed with 7 reinforcement welding of laminated floor slab and are embedded in cast-in-place mixed
In solidifying soil, the bonding strength that is effectively ensured in laminated floor slab gap and template system is reinforced.Diameter is 12mm, length
It is weldingly fixed on transverse bar 11 vertically for connecting rod 2 made of 55mm reinforcing bar, connector 3 is threaded in connecting rod 2 far from solid
Determine one end of skeleton 1.Connector 3 is truncated cone-shaped structure, and the end face that connector 3 is connect with adjusting rod 5 is greater than connector 3 and connects
The end face that extension bar 2 connects, the end face that connector 3 is connect with adjusting rod 5 are equipped with rubber layer, and rubber layer is bonded with fixed plate 4,
It can be with the generation of mortar leakage prevention, pitted skin and other issues.
Lower limit bit location includes fixed plate 4, adjusting rod 5 and support plate 6, and fixed plate 4 is oppositely arranged with fixed skeleton 1, Gu
It is 500mm is effectively laminated floor slab 7 that the width of fixed board 4, which is greater than 7 spacing of laminated floor slab and is less than or equal to the width of fixed skeleton 1,
Being supported prevents occurring displacement problem in the construction process.Adjusting rod 5 is screw rod, one end of adjusting rod 5 through fixed plate 4 with
Connector 3 is threadedly coupled, and is connected with adjusting nut on the adjusting rod 5 of 6 bottom of support plate, is caused to fix using adjusting nut
Plate 4 is bonded with the bottom surface rubber layer of connector 3 prevents from occurring around connector 3 pitted skin and other issues, while to fix
Plate 4 provides bottom supporting surface and then guarantees the stability of integral mold plate.
By the adjusting nut adjustable range of adjusting rod 5, being fixedly clamped plate 4 and is fastened, and has been connected as with upper limit bit location
Effect is whole, enhances template system overall stiffness, the quality such as deviation, floating, spillage when effectivelying prevent 7 concreting of laminated floor slab
Problem.When fixed plate 4 is removed, adjusting rod 5, support plate 6 and fixed plate 4 are detachably reused, convenient and efficient, save the cost.
Embodiment 2:
The implementation method of the present invention in the specific implementation, comprising the following steps:
Step 1: after laminated floor slab 7 is installed and checks compound standard, installation top upper limit bit location will be consolidated first
Determine to be connected with connecting rod 2 on skeleton 1 and the transverse bar 11 of connector 3 is laid in two vertical muscle for being spaced 400mm by 300mm spacing
On 12, and guarantee that the starting spacing of transverse bar 11 maintains 20mm；
Step 2: the top of adjusting rod 5 is threadedly coupled through support plate 6 and fixed plate 4 and with connector 3, adjusting rod 5
Bottom end install using double nut and gasket and adjusts to reinforce and be bonded to connector 3 with fixed plate 4；
Step 3: setting up 4 support frame 8 of fixed plate, add lumps of wood back cord 9 in the positioning of support frame 8, after again on lumps of wood back cord 9
Mounting plate 4 simultaneously adjusts support frame 8 to fixed plate 4 and is bonded with laminated floor slab；
Step 4: 7 reinforcement installation of laminated floor slab and being welded and fixed and checking and accepting with the transverse bar 11 of fixed skeleton 1 and vertical muscle 12；
Step 5: concreting；
Step 6: fixed plate 4, support plate 6 and adjusting rod 5, which are removed, implements recycling.
By the adjusting nut adjustable range of adjusting rod 5, being fixedly clamped plate 4 and is fastened, and has been connected as with upper limit bit location
Effect is whole, enhances template system overall stiffness, the quality such as deviation, floating, spillage when effectivelying prevent laminated floor slab concreting
Problem.When fixed plate 4 is removed, lower part adjusting rod 5, support plate 6 are detachable, reuse, convenient and efficient, save the cost.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (6)
1. a kind of fabricated construction laminated floor slab concreting anti-floating system, which is characterized in that including upper limit bit location and with
The lower limit bit location of upper limit unit matching, the upper limit bit location include fixed skeleton (1), connecting rod (2) and connector
(3), the connecting rod (2) is fixedly connected on fixed skeleton (1), and it is separate that connector (3) matching is connected to connecting rod (2)
The one end of fixed skeleton (1), the lower limit bit location includes fixed plate (4), adjusting rod (5) and support plate (6), the fixed plate
(4) it being oppositely arranged with fixed skeleton (1), one end of the adjusting rod (5) matches connection with connector (3) through fixed plate (4),
The other end of the adjusting rod (5) matches connection with support plate (6).
2. a kind of fabricated construction laminated floor slab concreting anti-floating system according to claim 1, which is characterized in that
The fixed skeleton (1) includes transverse bar (11) and vertical muscle (12), and the transverse bar (11) connect with connecting rod (2), the transverse bar
(11) length is 200~300mm bigger than laminated floor slab (7) spacing, and the every 200~300mm of the transverse bar (11) is spaced apart and rises
Step spacing is 20~40mm, and the vertical muscle (12) is arranged in parallel two and spacing is 350~450mm, the vertical muscle (12) and cross
Muscle (11) is fixedly connected.
3. a kind of fabricated construction laminated floor slab concreting anti-floating system according to claim 1, which is characterized in that
The connector (3) is truncated cone-shaped structure, the end face that the connector (3) connect with adjusting rod (5) greater than connector (3) and
One end face of connecting rod (2) connection, the end face that the connector (3) connect with adjusting rod (5) are equipped with rubber layer, the rubber
Layer is bonded with fixed plate (4).
4. a kind of fabricated construction laminated floor slab concreting anti-floating system according to claim 1, which is characterized in that
The width of the fixed plate (4) is greater than laminated floor slab (7) spacing and is less than or equal to the width of fixed skeleton (1).
5. a kind of fabricated construction laminated floor slab concreting anti-floating system according to claim 1, which is characterized in that
The adjusting rod (5) is screw rod, is located on the adjusting rod (5) of the support plate (6) bottom and is connected with adjusting nut.
6. a kind of fabricated construction laminated floor slab concreting anti-floating system according to any one of claims 1 to 5
Implementation method, which comprises the following steps:
Step 1: after laminated floor slab (7) is installed and checks compound standard, installation top upper limit bit location will be fixed first
The transverse bar (11) that connecting rod (2) and connector (3) are connected on skeleton (1) is laid in two intervals by 200~300 spacing
On the vertical muscle (12) of 350~450mm, and guarantee that the starting spacing of transverse bar (11) maintains between 20~40mm；
Step 2: the top of adjusting rod (5) is threadedly coupled through support plate (6) and fixed plate (4) and with connector (3), adjust
It is installed using double nut and gasket and adjusts reinforcing and be bonded to connector (3) with fixed plate (4) in the bottom end of pole (5)；
Step 3: set up fixed plate (4) support frame (8), support frame (8) positioning add lumps of wood back cord (9), after again the lumps of wood carry on the back
It mounting plate (4) and adjusts support frame (8) on stupefied (9) and is bonded to fixed plate (4) with laminated floor slab (7)；
Step 4: laminated floor slab reinforcement installation and being welded and fixed and checking and accepting with the transverse bar (11) of fixed skeleton (1) and vertical muscle (12)；
Step 5: concreting；
Step 6: fixed plate (4), support plate (6) and adjusting rod (5), which are removed, implements recycling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910687851.0A CN110424601B (en) | 2019-07-29 | 2019-07-29 | Concrete pouring anti-floating device for composite floor slab with fabricated structure and implementation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910687851.0A CN110424601B (en) | 2019-07-29 | 2019-07-29 | Concrete pouring anti-floating device for composite floor slab with fabricated structure and implementation method |
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| Publication Number | Publication Date |
|---|---|
| CN110424601A true CN110424601A (en) | 2019-11-08 |
| CN110424601B CN110424601B (en) | 2020-10-23 |
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| CN201910687851.0A Active CN110424601B (en) | 2019-07-29 | 2019-07-29 | Concrete pouring anti-floating device for composite floor slab with fabricated structure and implementation method |
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Cited By (2)
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| CN111980399A (en) * | 2020-07-09 | 2020-11-24 | 中国十七冶集团有限公司 | Fabricated building laminated slab splicing seam anti-floating device based on aluminum die system and construction method |
| CN116446566A (en) * | 2023-04-06 | 2023-07-18 | 中铁广州工程局集团有限公司 | CL wall structure |
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Also Published As
| Publication number | Publication date |
|---|---|
| CN110424601B (en) | 2020-10-23 |
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Denomination of invention: An anti floating device and its implementation method for concrete pouring of prefabricated structural composite floor slab Effective date of registration: 20210519 Granted publication date: 20201023 Pledgee: Industrial and Commercial Bank of China Limited MAANSHAN Tuanjie square sub branch Pledgor: CHINA MCC17 GROUP Co.,Ltd. Registration number: Y2021980003566 |
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Date of cancellation: 20230810 Granted publication date: 20201023 Pledgee: Industrial and Commercial Bank of China Limited MAANSHAN Tuanjie square sub branch Pledgor: CHINA MCC17 GROUP Co.,Ltd. Registration number: Y2021980003566 |
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