CN105714966A - Inverted laminated slab provided with elevation adjustment devices and construction method - Google Patents
Inverted laminated slab provided with elevation adjustment devices and construction method Download PDFInfo
- Publication number
- CN105714966A CN105714966A CN201610075711.4A CN201610075711A CN105714966A CN 105714966 A CN105714966 A CN 105714966A CN 201610075711 A CN201610075711 A CN 201610075711A CN 105714966 A CN105714966 A CN 105714966A
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- CN
- China
- Prior art keywords
- superimposed sheet
- inverted
- inversion
- adjusting device
- elevation adjusting
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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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
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
-
- 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
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/10—Devices for levelling, e.g. templates or boards
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention provides an inverted laminated slab provided with elevation adjustment devices and a construction method.The concrete pouring amount of a traditional building and a structure slab is large, processes such as leveling, slope finding and decoration are required after slab pouring, the construction procedure is complex, many work types are involved, the occupied construction period is long, and the construction progress is affected.The inverted laminated slab provided with the elevation adjustment devices comprises an inverted laminated slab and is characterized in that the inverted laminated slab is a reinforced concrete prefabricated component, an architectural surface is arranged on the upper surface of the inverted laminated slab, a plurality of vent holes are formed in the inverted laminated slab, and a group of elevation adjustment devices are buried in the inverted laminated slab, and the part below inverted laminated slab prefabricated concrete is cast-in-place concrete.The inverted laminated slab provided with the elevation adjustment devices is applied in construction of the inverted laminated slab provided with the elevation adjustment devices.
Description
Technical field:
The present invention relates to a kind of inversion superimposed sheet with elevation adjusting device and construction method.
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:
It is an object of the invention to provide a kind of inversion superimposed sheet with elevation adjusting device and construction method.
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.
Beneficial effects of the present invention:
1. the inversion superimposed sheet precast concrete part of the present invention 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.
The inversion superimposed sheet bottom concrete of the present invention 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 the inversion superimposed sheet of the present invention 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.The inversion superimposed sheet of the present invention 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.
Accompanying drawing illustrates:
Accompanying drawing 1 is the structural representation of the present invention.In figure, 12 is the bar-mat reinforcement of cast-in-place concrete.
Accompanying drawing 2 is the schematic diagram of the elevation adjusting device of the present invention.
Accompanying drawing 3 is the front view of the present invention.
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.
Embodiment 4:
The above-mentioned construction method being inverted superimposed sheet with 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 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.
Embodiment 5:
The construction method being inverted superimposed sheet with elevation adjusting device according to embodiment 4, 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 fills real, thus realizing being inverted the installation of superimposed sheet.
Claims (5)
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.
4. according to the construction method being inverted superimposed sheet with elevation adjusting device one of claim 1-3 Suo Shu, it is characterized in that: 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.
5. the construction method being inverted superimposed sheet with elevation adjusting device according to claim 4, it is characterized in that: 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610075711.4A CN105714966A (en) | 2016-02-03 | 2016-02-03 | Inverted laminated slab provided with elevation adjustment devices and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610075711.4A CN105714966A (en) | 2016-02-03 | 2016-02-03 | Inverted laminated slab provided with elevation adjustment devices and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105714966A true CN105714966A (en) | 2016-06-29 |
Family
ID=56155602
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610075711.4A Pending CN105714966A (en) | 2016-02-03 | 2016-02-03 | Inverted laminated slab provided with elevation adjustment devices and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105714966A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178168A (en) * | 2017-06-16 | 2017-09-19 | 中交航局第工程有限公司 | Cast-in-place surface layer formwork support process |
| CN108396938A (en) * | 2018-03-20 | 2018-08-14 | 福建省闽南建筑工程有限公司 | Mould bases is poured for the adjustable type in the room floor one-pass molding working procedure of underground |
| CN108643429A (en) * | 2018-05-23 | 2018-10-12 | 北京工业大学 | A kind of height-adjustable assembled laminated floor slab |
| CN108643428A (en) * | 2018-05-23 | 2018-10-12 | 中铁建设集团有限公司 | A kind of height-adjustable prefabricated reinforced concrete slab |
| CN108661224A (en) * | 2018-05-23 | 2018-10-16 | 中铁建设集团有限公司 | A kind of height-adjustable assembly concrete laminated floor slab |
| CN109779127A (en) * | 2019-03-04 | 2019-05-21 | 胡正仁 | Build assembled building blocks |
| CN112282371A (en) * | 2020-11-02 | 2021-01-29 | 中建八局第一建设有限公司 | Concrete slab thickness control pier with waterproof function and construction method |
| CN118029606A (en) * | 2024-04-11 | 2024-05-14 | 中铁建设集团华北工程有限公司 | Height-adjustable prefabricated composite floor slab |
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| ES2161163A1 (en) * | 1998-08-27 | 2001-11-16 | Sanchez Jaime Enrique Jimenez | Prefabricated self-supporting plate made of polystyrene and concrete |
| US20040149951A1 (en) * | 2003-02-04 | 2004-08-05 | Gethmann Douglas P. | Stem connector assembly |
| CN2895580Y (en) * | 2006-04-26 | 2007-05-02 | 吴方伯 | Steel-reinforced-concrete spliced floorslab |
| CN101280598A (en) * | 2007-04-03 | 2008-10-08 | 邱则有 | Cast-in-situ rib laminated floor slab |
| CN101285329A (en) * | 2008-06-05 | 2008-10-15 | 天津大学 | Suspendome concrete integrated floor structure and construction method thereof |
| US20090139177A1 (en) * | 2007-11-29 | 2009-06-04 | Barsplice Products, Inc. | Coupler system for adjacent precast concrete members and method of connecting |
| CN203334688U (en) * | 2013-04-07 | 2013-12-11 | 郭绍君 | Device for adjusting elevation of floor concrete layer |
| CN205348505U (en) * | 2016-02-03 | 2016-06-29 | 湖北宇辉新型建筑材料有限公司 | Invert superimposed sheet with elevation adjusting device |
-
2016
- 2016-02-03 CN CN201610075711.4A patent/CN105714966A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2161163A1 (en) * | 1998-08-27 | 2001-11-16 | Sanchez Jaime Enrique Jimenez | Prefabricated self-supporting plate made of polystyrene and concrete |
| US20040149951A1 (en) * | 2003-02-04 | 2004-08-05 | Gethmann Douglas P. | Stem connector assembly |
| CN2895580Y (en) * | 2006-04-26 | 2007-05-02 | 吴方伯 | Steel-reinforced-concrete spliced floorslab |
| CN101280598A (en) * | 2007-04-03 | 2008-10-08 | 邱则有 | Cast-in-situ rib laminated floor slab |
| US20090139177A1 (en) * | 2007-11-29 | 2009-06-04 | Barsplice Products, Inc. | Coupler system for adjacent precast concrete members and method of connecting |
| CN101285329A (en) * | 2008-06-05 | 2008-10-15 | 天津大学 | Suspendome concrete integrated floor structure and construction method thereof |
| CN203334688U (en) * | 2013-04-07 | 2013-12-11 | 郭绍君 | Device for adjusting elevation of floor concrete layer |
| CN205348505U (en) * | 2016-02-03 | 2016-06-29 | 湖北宇辉新型建筑材料有限公司 | Invert superimposed sheet with elevation adjusting device |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178168A (en) * | 2017-06-16 | 2017-09-19 | 中交航局第工程有限公司 | Cast-in-place surface layer formwork support process |
| CN107178168B (en) * | 2017-06-16 | 2019-03-29 | 中交一航局第一工程有限公司 | Cast-in-place surface layer formwork support process |
| CN108396938A (en) * | 2018-03-20 | 2018-08-14 | 福建省闽南建筑工程有限公司 | Mould bases is poured for the adjustable type in the room floor one-pass molding working procedure of underground |
| CN108643429A (en) * | 2018-05-23 | 2018-10-12 | 北京工业大学 | A kind of height-adjustable assembled laminated floor slab |
| CN108643428A (en) * | 2018-05-23 | 2018-10-12 | 中铁建设集团有限公司 | A kind of height-adjustable prefabricated reinforced concrete slab |
| CN108661224A (en) * | 2018-05-23 | 2018-10-16 | 中铁建设集团有限公司 | A kind of height-adjustable assembly concrete laminated floor slab |
| CN108661224B (en) * | 2018-05-23 | 2020-10-16 | 中铁建设集团有限公司 | But height-adjusting's assembled concrete coincide floor |
| CN109779127A (en) * | 2019-03-04 | 2019-05-21 | 胡正仁 | Build assembled building blocks |
| CN112282371A (en) * | 2020-11-02 | 2021-01-29 | 中建八局第一建设有限公司 | Concrete slab thickness control pier with waterproof function and construction method |
| CN118029606A (en) * | 2024-04-11 | 2024-05-14 | 中铁建设集团华北工程有限公司 | Height-adjustable prefabricated composite floor slab |
| CN118029606B (en) * | 2024-04-11 | 2024-07-12 | 中铁建设集团华北工程有限公司 | Height-adjustable prefabricated composite floor slab |
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| C06 | Publication | ||
| PB01 | Publication | ||
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Application publication date: 20160629 |