CN104110130A - Novel concrete cast-in-place slab - Google Patents
Novel concrete cast-in-place slab Download PDFInfo
- Publication number
- CN104110130A CN104110130A CN201310138814.7A CN201310138814A CN104110130A CN 104110130 A CN104110130 A CN 104110130A CN 201310138814 A CN201310138814 A CN 201310138814A CN 104110130 A CN104110130 A CN 104110130A
- Authority
- CN
- China
- Prior art keywords
- groove
- slab
- protective film
- bars
- concrete cast
- Prior art date
- 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.)
- Pending
Links
Abstract
The invention relates to the field of civil engineering, in particular to a novel concrete cast-in-place slab comprising a slab body (1), a groove (2), a retractable connecting plate (3), a reinforcing layer (4) and a protective film layer (5). The groove (2) is arranged in one end of the slab body (1); the retractable connecting plate (3) is disposed in the other end of the slab body (1); the retractable connecting plate (3) corresponds to the groove (2); the reinforcing layer (4) is disposed at the bottom of the slab body (1); the protective film layer (5) is disposed at the top of the slab body (1); the bottom of the reinforcing layer (4) is evenly provided with protrusions (6). The novel concrete cast-in-place slab is simple in structure and durable, allows jointless splicing, enables construction quality to be improved and post-treatment cost to be lowered, and is long in service life.
Description
Technical field:
The novel civil works field that relates to of the present invention, is specifically related to a kind of new concrete Bars In Poured Concrete Slab.
Background technology:
In-situ reinforced concrete slab refers at the scene according to design attitude, carries out formwork, assembling reinforcement, concreting, through maintenance, form removal and the floor of making.
Existing concrete cast-in-place slab needs to remove within a period of time that floor is cast-in-place after completing, and can more sticky concrete on Bars In Poured Concrete Slab, and how concrete become very dry, cumbersome when post processing Bars In Poured Concrete Slab; Mostly existing Bars In Poured Concrete Slab is what several piece was spliced, and stitching portion has gap unavoidably, and this can affect the quality of engineering, increases the cost of engineering post processing.
Concrete cast-in-place slab all can reuse, but the Bars In Poured Concrete Slab of prior art has just reduced its utilization rate after cleaning for several times.
Invent novel content:
The novel object of the present invention is to provide a kind of new concrete Bars In Poured Concrete Slab, and it is simple in structure, durable, and it can seamlessly splice, and can improve construction quality, reduces the cost of post processing, and its long service life.
In order to solve the existing problem of background technology, the present invention is novel is by the following technical solutions: it comprises plate body 1, groove 2, flexible junction plate 3, enhancement Layer 4, protective film 5; Plate body 1 one end is provided with groove 2, and the inside of the other end of plate body 1 is provided with flexible junction plate 3, and flexible junction plate 3 is corresponding with groove 2, and the bottom of plate body 1 is provided with enhancement Layer 4, and the top of plate body 1 is provided with protective film 5.
The bottom even of described enhancement Layer 4 is provided with projection 6, increases the friction of bottom support frame and Bars In Poured Concrete Slab, improves stability.
Described protective film 5 is removable diaphragm, is convenient to the post-processed of Bars In Poured Concrete Slab, has reduced the difficulty of cleaning, has improved the efficiency of cleaning.
Described enhancement Layer 4 can be light aluminum alloy or corrosion resistant plate.
When Novel operating of the present invention; the junction plate 3 that will stretch pulls out; and be connected with groove 2; the length that can regulate flexible junction plate 3 to pull out according to actual state in the edge of Bars In Poured Concrete Slab; before casting concrete; regulate the position of protective film 5, can facilitate like this post processing of Bars In Poured Concrete Slab, can improve again the quality of concrete cast-in-situ.
New structure of the present invention is simple, durable, and it can seamlessly splice, and can improve construction quality, reduces the cost of post processing, and its long service life.
Brief description of the drawings:
Fig. 1 is the novel structural representation of the present invention;
Fig. 2 is the top view of Fig. 1.
Detailed description of the invention:
See figures.1.and.2, this detailed description of the invention by the following technical solutions: it comprises plate body 1, groove 2, flexible junction plate 3, enhancement Layer 4, protective film 5; Plate body 1 one end is provided with groove 2, and the inside of the other end of plate body 1 is provided with flexible junction plate 3, and flexible junction plate 3 is corresponding with groove 2, and the bottom of plate body 1 is provided with enhancement Layer 4, and the top of plate body 1 is provided with protective film 5.
The bottom even of described enhancement Layer 4 is provided with projection 6, increases the friction of bottom support frame and Bars In Poured Concrete Slab, improves stability.
Described protective film 5 is removable diaphragm, is convenient to the post-processed of Bars In Poured Concrete Slab, has reduced the difficulty of cleaning, has improved the efficiency of cleaning.
Described enhancement Layer 4 can be light aluminum alloy or corrosion resistant plate.
When this detailed description of the invention is done; the junction plate 3 that will stretch pulls out; and be connected with groove 2; the length that can regulate flexible junction plate 3 to pull out according to actual state in the edge of Bars In Poured Concrete Slab; before casting concrete; regulate the position of protective film 5, can facilitate like this post processing of Bars In Poured Concrete Slab, can improve again the quality of concrete cast-in-situ.
This detailed description of the invention is simple in structure, durable, and it can seamlessly splice, and can improve construction quality, reduces the cost of post processing, and its long service life.
Claims (2)
1. a new concrete Bars In Poured Concrete Slab, is characterized in that it comprises plate body (1), groove (2), flexible junction plate (3), enhancement Layer (4), protective film (5); Plate body (1) one end is provided with groove (2); the inside of the other end of plate body (1) is provided with flexible junction plate (3); and flexible junction plate (3) is corresponding with groove (2); the bottom of plate body (1) is provided with enhancement Layer (4), and the top of plate body (1) is provided with protective film (5).
2. a kind of new concrete Bars In Poured Concrete Slab according to claim 1, is characterized in that the bottom even of described enhancement Layer (4) is provided with projection (6).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310138814.7A CN104110130A (en) | 2013-04-20 | 2013-04-20 | Novel concrete cast-in-place slab |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310138814.7A CN104110130A (en) | 2013-04-20 | 2013-04-20 | Novel concrete cast-in-place slab |
Publications (1)
Publication Number | Publication Date |
---|---|
CN104110130A true CN104110130A (en) | 2014-10-22 |
Family
ID=51707106
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201310138814.7A Pending CN104110130A (en) | 2013-04-20 | 2013-04-20 | Novel concrete cast-in-place slab |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN104110130A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111749459A (en) * | 2020-07-14 | 2020-10-09 | 吴刚陆 | Integrated extending-in type connecting piece for steel bar formwork and connecting method thereof |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2005103411A1 (en) * | 2004-04-20 | 2005-11-03 | Flooring Spectrum | Improved hardwood flooring board |
CN2778965Y (en) * | 2004-11-05 | 2006-05-10 | 朱秦江 | 360mm polystyrene thermal insulation wall single side template |
CN201730316U (en) * | 2010-04-23 | 2011-02-02 | 吴方伯 | Floor slab template for buildings |
CN102465597A (en) * | 2010-11-16 | 2012-05-23 | 吴和生 | Template for casting floor surface concrete |
CN202544393U (en) * | 2012-02-27 | 2012-11-21 | 朱卫国 | Veneering wood template used for floor supporting |
CN203270889U (en) * | 2013-04-20 | 2013-11-06 | 昆山友进智能建筑工程有限公司 | Novel concrete cast-in-place slab |
-
2013
- 2013-04-20 CN CN201310138814.7A patent/CN104110130A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2005103411A1 (en) * | 2004-04-20 | 2005-11-03 | Flooring Spectrum | Improved hardwood flooring board |
CN2778965Y (en) * | 2004-11-05 | 2006-05-10 | 朱秦江 | 360mm polystyrene thermal insulation wall single side template |
CN201730316U (en) * | 2010-04-23 | 2011-02-02 | 吴方伯 | Floor slab template for buildings |
CN102465597A (en) * | 2010-11-16 | 2012-05-23 | 吴和生 | Template for casting floor surface concrete |
CN202544393U (en) * | 2012-02-27 | 2012-11-21 | 朱卫国 | Veneering wood template used for floor supporting |
CN203270889U (en) * | 2013-04-20 | 2013-11-06 | 昆山友进智能建筑工程有限公司 | Novel concrete cast-in-place slab |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111749459A (en) * | 2020-07-14 | 2020-10-09 | 吴刚陆 | Integrated extending-in type connecting piece for steel bar formwork and connecting method thereof |
CN111749459B (en) * | 2020-07-14 | 2021-12-10 | 江苏屹洋电力设备有限公司 | Integrated stretching-in type connecting piece for steel bar formwork |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103114717B (en) | A kind of both sides, shrinkage joint shear wall formwork system | |
CN105569264B (en) | Two-sided composite beam and its construction method | |
CN103334356B (en) | The dark beam slab pavement system of bridge-type prefabricated reinforced concrete and construction method thereof | |
CN203700962U (en) | Simple umbrella type drawing internal mold for prefabricated hollow plate beam | |
CN105952154B (en) | A kind of concrete-pouring template stent | |
KR101300553B1 (en) | girder bridge which has psc tendon which can change pc strand | |
CN203270889U (en) | Novel concrete cast-in-place slab | |
CN104110130A (en) | Novel concrete cast-in-place slab | |
CN103452319A (en) | Chiseling-free device for concrete splicing interface and construction method for chiseling-free device | |
CN202483061U (en) | Post-cast strip supporting formwork | |
CN102808507A (en) | Template system and construction method using same | |
CN101565984B (en) | Precast concrete slab and preparation method thereof | |
CN203213597U (en) | Built-in type formwork for cast-in-situ fair-faced concrete stairs | |
CN204551172U (en) | A kind of prefabricated road surface of assembled steel reinforced concrete hollow | |
CN103334360B (en) | The dark beam slab wear-resistant pavement system of bridge-type prefabricated reinforced concrete and construction method thereof | |
CN205421710U (en) | Permanent beam mold board, concrete structure component are connected to arrangement of reinforcement formula buckle | |
CN110205943B (en) | Construction method for prefabricated simply-supported small box girder end cross beam | |
CN208472661U (en) | A kind of protective device of waterstop | |
CN208849425U (en) | Integral movable type cable channel forming template | |
CN208294062U (en) | A kind of concrete wall template and support combinations structure | |
CN205421711U (en) | Permanent beam mold board of arrangement of reinforcement formula pin joint, concrete structure component | |
CN204370801U (en) | Stand column and beam monolithic concreting in site construction formwork | |
CN205189190U (en) | A waterproof splint of T type for precast concrete floor interblock | |
CN104481141B (en) | Stand column and beam monoblock type concreting in site building template | |
CN205776796U (en) | A kind of U-shaped building built-in part |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20141022 |