CN205348505U - Invert superimposed sheet with elevation adjusting device - Google Patents

Invert superimposed sheet with elevation adjusting device Download PDF

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Publication number
CN205348505U
CN205348505U CN201620109371.8U CN201620109371U CN205348505U CN 205348505 U CN205348505 U CN 205348505U CN 201620109371 U CN201620109371 U CN 201620109371U CN 205348505 U CN205348505 U CN 205348505U
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CN
China
Prior art keywords
superimposed sheet
inversion
adjusting device
elevation adjusting
inverted
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Active
Application number
CN201620109371.8U
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Chinese (zh)
Inventor
刘文清
闫红缨
张晓滨
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HUBEI YUHUI NEW TYPE BUILDING MATERIAL CO Ltd
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HUBEI YUHUI NEW TYPE BUILDING MATERIAL CO Ltd
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Priority to CN201620109371.8U priority Critical patent/CN205348505U/en
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Publication of CN205348505U publication Critical patent/CN205348505U/en
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Abstract

(B, ) invert superimposed sheet with elevation adjusting device. Traditional building and structures floor concrete placement volume are big, need make level, look for processes such as slope and decoration after floor slab pouring accomplishes, and construction procedure is complicated, and it is many to relate to work post, occupy long in time limitly, influence the construction progress. The utility model discloses the constitution includes: invert the superimposed sheet, characterized by: the inversion superimposed sheet be reinforced concrete prefabricated component, its upper portion surface sets up the architectural surface, the inversion superimposed sheet a set of exhaust hole has, the inversion superimposed sheet pre -buriedly have a set of elevation adjusting device, inversion superimposed sheet precast concrete part below be cast in situ concrete. The utility model discloses be applied to invert superimposed sheet with elevation adjusting device's construction. (B, )

Description

Inversion superimposed sheet with elevation adjusting device
Technical field:
This utility model relates to a kind of inversion superimposed sheet with elevation adjusting device.
Background technology:
Traditional building and structures floor concrete casting amount are big, concrete floor slab placement need after completing to carry out levelling, look for the operation such as slope and decoration, operational procedure is complicated, relates to work post many, takies long in time limit, affect construction speed.Floor adopts full preformed patterns, and plate body weight is relatively big, and hoisting difficulty is big, and the requirement of construction machinery is high, and cost is high.There is gap between plate, it is necessary to take crack resistence measure, once cracking impression quality is poor, repairs difficulty greatly, affect the use function of building, structures etc..
Summary of the invention:
The purpose of this utility model is to provide a kind of inversion superimposed sheet with elevation adjusting device.
Above-mentioned purpose is realized by following technical scheme:
A kind of inversion superimposed sheet with elevation adjusting device, its composition includes: being inverted superimposed sheet, described inversion superimposed sheet is precast member for reinforcing bar concrete, and described superimposed sheet of being inverted is embedded with one group for regulating the elevation adjusting device being inverted superimposed sheet setting height(from bottom).
The described inversion superimposed sheet with elevation adjusting device, described elevation adjusting device includes supporting plate and the surrounding cylinder rod member with concavo-convex spiral, described supporting plate is plate body and the coalition of the hollow accessory with concavo-convex spiral, the through inversion superimposed sheet of described hollow accessory, being welded with water-stop tray on described cylinder rod member, described cylinder rod member upper end is used to by the outer polygonal shape termination of turn-knob instrument turn-knob or inner polygon shape termination.
The described inversion superimposed sheet with elevation adjusting device, described inversion superimposed sheet has one group of steam vent, described inversion superimposed sheet upper face arranges architectural surface, by being exposed at reinforcement welding outside precast concrete, overlap joint or mechanically coupled together between adjacent inversion superimposed sheet.
The described construction method being inverted superimposed sheet with elevation adjusting device, put and spacer pad, cushion block is made to be positioned at the lower end of elevation adjusting device, superimposed sheet is inverted in lifting, intense adjustment is inverted superimposed sheet position and adjusts its elevation adjusting device, by the rotation of turn-knob instrument around with the cylinder rod member of concavo-convex spiral so that it is relatively rotate with supporting plate and then make supporting plate move up and down, it is achieved adjust the purpose being inverted superimposed sheet absolute altitude.
The described construction method being inverted superimposed sheet with elevation adjusting device, after the bar connecting that two or more inversion superimposed sheets expose completes, cast-in-place concrete is by being inverted the mode of superimposed sheet precast concrete scope outer filling, law of connected vessels is utilized to make cast-in-place concrete produce pressure, trickling perfusion, thus realizing being inverted the installation of superimposed sheet.
The beneficial effects of the utility model:
1. inversion superimposed sheet precast concrete part of the present utility model is upper, it is possible to integrates architectural surface, removes finishing link from, simplify operation, once survive, and saves cost, reduction of erection time;It is excellent that factory normalization produces component quality.
Inversion superimposed sheet bottom of the present utility model concrete can be built with both walls body concrete simultaneously, form continuous print concrete overall, it is absent from the construction joint of precast concrete and cast-in-place concrete structure, does not affect architectural appearance, remove the crack resistence to construction joint from and process.
After inversion superimposed sheet of the present utility model has been laid, because of the existence of its elevation adjusting device, it is not necessary to build lower concrete just can bearing load, for construction provide work surface, combining process, shorten the construction time, save construction fund.Inversion superimposed sheet of the present utility model is embedded with elevation adjusting device, it is possible to realize being with acclive floor slab construction;The absolute altitude being inverted superimposed sheet can need to be adjusted according to thickness of slab, it is possible to plate construction drops in simple realization;It is inverted superimposed sheet and is capable of accurately adjusting absolute altitude, be effectively ensured each piece of same absolute altitude of superimposed sheet upper face, it is ensured that Survival Rate, it is not necessary to again levelling.
This is as described below with the construction method being inverted superimposed sheet of elevation adjusting device: put and spacer pad 11, cushion block is made to be positioned at the lower end of elevation adjusting device, superimposed sheet is inverted in lifting, intense adjustment is inverted superimposed sheet position and adjusts its elevation adjusting device, by the rotation of turn-knob instrument around with the cylinder rod member of concavo-convex spiral, itself and supporting plate is made to relatively rotate and then make supporting plate to move up and down, it is achieved to adjust the purpose being inverted superimposed sheet absolute altitude.
The described construction method being inverted superimposed sheet with elevation adjusting device, after the bar connecting that two or more inversion superimposed sheets expose completes, cast-in-place concrete is by being inverted the mode of superimposed sheet precast concrete scope outer filling, law of connected vessels is utilized to make cast-in-place concrete produce pressure, trickling perfusion, thus realizing being inverted the installation of superimposed sheet.
Accompanying drawing illustrates:
Accompanying drawing 1 is structural representation of the present utility model.In figure, 12 is the bar-mat reinforcement of cast-in-place concrete.
Accompanying drawing 2 is the schematic diagram of elevation adjusting device of the present utility model.
Accompanying drawing 3 is front view of the present utility model.
Accompanying drawing 4 is the top view of accompanying drawing 3.
Detailed description of the invention:
Embodiment 1:
A kind of inversion superimposed sheet with elevation adjusting device, its composition includes: be inverted superimposed sheet 1, it is characterized in that: described inversion superimposed sheet is precast member for reinforcing bar concrete, its upper face arranges architectural surface 2, described inversion superimposed sheet has one group of steam vent 3, described inversion superimposed sheet is embedded with one group of elevation adjusting device 4, and described inversion superimposed sheet precast concrete part the following is cast-in-place concrete.
Embodiment 2:
The inversion superimposed sheet with elevation adjusting device according to embodiment 1, described elevation adjusting device includes supporting plate 5 and the surrounding cylinder rod member 6 with concavo-convex spiral, described supporting plate is plate body 7 and the coalition of the hollow accessory 8 with concavo-convex spiral, the through inversion superimposed sheet of described hollow accessory.Described surrounding is welded with water-stop tray 9 on the cylinder rod member with concavo-convex spiral, and its upper end is used to by the outer polygonal shape termination of turn-knob instrument turn-knob or inner polygon shape termination.Described hollow accessory matches with described supporting plate, and one end of described supporting plate is inserted in described hollow accessory, and is connected by concavo-convex spiral part.
Embodiment 3:
The inversion superimposed sheet with elevation adjusting device according to embodiment 1 or 2, is welded by the reinforcing bar 10 being exposed at precast concrete outside, overlap, is mechanically connected between adjacent inversion superimposed sheet, straight screw sleeve connects, taper thread sleeve connects, grout sleeve connects, constraint slurry cat overlaps the modes such as connection and links together.

Claims (3)

1. the inversion superimposed sheet with elevation adjusting device, its composition includes: be inverted superimposed sheet, it is characterized in that: described inversion superimposed sheet is precast member for reinforcing bar concrete, described superimposed sheet of being inverted is embedded with one group for regulating the elevation adjusting device being inverted superimposed sheet setting height(from bottom).
2. the inversion superimposed sheet with elevation adjusting device according to claim 1, it is characterized in that: described elevation adjusting device includes supporting plate and the surrounding cylinder rod member with concavo-convex spiral, described supporting plate is plate body and the coalition of the hollow accessory with concavo-convex spiral, the through inversion superimposed sheet of described hollow accessory, being welded with water-stop tray on described cylinder rod member, described cylinder rod member upper end is used to by the outer polygonal shape termination of turn-knob instrument turn-knob or inner polygon shape termination.
3. the inversion superimposed sheet with elevation adjusting device according to claim 1 and 2, it is characterized in that: described inversion superimposed sheet has one group of steam vent, described inversion superimposed sheet upper face arranges architectural surface, by being exposed at reinforcement welding outside precast concrete, overlap joint or mechanically coupled together between adjacent inversion superimposed sheet.
CN201620109371.8U 2016-02-03 2016-02-03 Invert superimposed sheet with elevation adjusting device Active CN205348505U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620109371.8U CN205348505U (en) 2016-02-03 2016-02-03 Invert superimposed sheet with elevation adjusting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620109371.8U CN205348505U (en) 2016-02-03 2016-02-03 Invert superimposed sheet with elevation adjusting device

Publications (1)

Publication Number Publication Date
CN205348505U true CN205348505U (en) 2016-06-29

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CN201620109371.8U Active CN205348505U (en) 2016-02-03 2016-02-03 Invert superimposed sheet with elevation adjusting device

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105714966A (en) * 2016-02-03 2016-06-29 湖北宇辉新型建筑材料有限公司 Inverted laminated slab provided with elevation adjustment devices and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105714966A (en) * 2016-02-03 2016-06-29 湖北宇辉新型建筑材料有限公司 Inverted laminated slab provided with elevation adjustment devices and construction method

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