CN2619988Y - Reinforced concrete assembled floor - Google Patents
Reinforced concrete assembled floor Download PDFInfo
- Publication number
- CN2619988Y CN2619988Y CN 03227765 CN03227765U CN2619988Y CN 2619988 Y CN2619988 Y CN 2619988Y CN 03227765 CN03227765 CN 03227765 CN 03227765 U CN03227765 U CN 03227765U CN 2619988 Y CN2619988 Y CN 2619988Y
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- CN
- China
- Prior art keywords
- reinforcing bar
- reinforced concrete
- concrete
- precast member
- components
- 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.)
- Expired - Lifetime
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Abstract
The utility model discloses a reinforced concrete assembly floor plate, comprising reinforced concrete prefab components and reinforcing steel bars. A plurality of reinforced concrete prefab components are assembled to form the floor plate; the two sides under the longitudinal rib of the reinforced concrete prefab component are provided with cavitations; the reinforcing steel bars penetrate the cavitations at the two sides of the components and connect a plurality of reinforced concrete prefab components; the groove is poured into concrete to integrate the reinforced concrete prefab components, the reinforcing steel bars and the ready poured concrete. The utility model is a reinforced concrete assembly floor plate which can bear bidirectional load with good integrity and without formwork, having the advantages of short construction period, small difficulty, low construction cost, and easy lifting and transportation.
Description
Technical field:
The utility model relates to the realm of building construction, specifically refers to a kind of floor spiced by steel reinforced concrete.
Background technology:
At present, the reinforced concrete floor of domestic employing has cast-in-situ floor and precast floor slab, cast-in-situ floor good integrity, but need on-the-spot formwork, and concreting then, the long construction period difficulty is big; Precast floor slab does not need on-the-spot formwork, short construction period, and cost is low, but prefabricated units lift difficulty from great, and the member junction easily produces the crack, and globality is poor, and, generally can only unidirectional bearing load.
Summary of the invention:
The purpose of this utility model is to provide a kind of can bear bidirectional load, and good integrity does not need on-the-spot formwork, and the member junction be difficult for to produce the crack, and short construction period, difficulty are little, and cost is low, and lifting, transportation are easy to floor spiced by steel reinforced concrete.
The purpose of this utility model is achieved like this, this floor spiced by steel reinforced concrete, comprise precast member for reinforcing bar concrete, reinforcing bar, floor is assemblied to form by the polylith precast member for reinforcing bar concrete, have hole in the precast member for reinforcing bar concrete both sides, reinforcing bar passes the hole of member both sides, connects the polylith precast member for reinforcing bar concrete, after floor spiced, in the groove again concreting fill and lead up.
Because the precast member for reinforcing bar concrete both sides have hole, reinforcing bar passes the hole of member both sides, connects the polylith precast member for reinforcing bar concrete, now wears the original reinforcing bar of reinforcing bar and precast member for reinforcing bar concrete and forms crisscross layout, can bear bidirectional load; Single precast member for reinforcing bar concrete, from heavy and light, lifting, transportation are built on the coagulation in the groove easily again, make on precast member for reinforcing bar concrete, reinforcing bar, the cast-in-place coagulation, are combined into integral body, the floor good integrity, the member junction is difficult for producing the crack; Do not need on-the-spot formwork, short construction period, difficulty are little, and cost is low.
Description of drawings: Fig. 1 is T steel reinforced concrete prefabricated units schematic diagrames
Fig. 2 is a T steel reinforced concrete splice floor construction schematic diagram
Fig. 3 is a grooved precast member for reinforcing bar concrete structural representation
Fig. 4 is a U-steel reinforced concrete splice floor construction schematic diagram
Fig. 5 is for being provided with cross rib precast member for reinforcing bar concrete structural representation
Fig. 6 is for being provided with cross rib floor spiced by steel reinforced concrete structural representation
The specific embodiment:
With reference to figure 1, Fig. 3, Fig. 5, precast member for reinforcing bar concrete has T steel reinforced concrete prefabricated units 1, grooved precast member for reinforcing bar concrete 4, is provided with cross rib precast member for reinforcing bar concrete 5, and both sides have hole 2 under precast member for reinforcing bar concrete 1,4,5 longitudinal ribs.
With reference to figure 2, Fig. 4, Fig. 6, this floor spiced by steel reinforced concrete, comprise precast member for reinforcing bar concrete 1,4,5, now wear reinforcing bar 3,7, floor is assemblied to form by polylith precast member for reinforcing bar concrete 1 (or 4,5), now wears the hole 2 that reinforcing bar 3,7 passes member both sides floor, connection polylith precast member for reinforcing bar concrete 1,4,5 is now worn reinforcing bar 3,7 and the original reinforcing bar of precast member for reinforcing bar concrete forms crisscross layout; Also can be provided with cross rib 6 in precast member for reinforcing bar concrete 4 grooves, 6 of two cross ribs have hole 2, now wear reinforcing bar 3,7 and pass hole 2 between two cross ribs, connect polylith precast member for reinforcing bar concrete 1,4,5, reinforcing bar 3,7 two ends are with ground tackle 8, and ground tackle 8 is supported on the lateral wall of precast member for reinforcing bar concrete 1,4,5.When floor spiced, locking ground tackle 8, the prestressing force that reinforcing bar 3,7 produces is close to polylith precast member for reinforcing bar concrete 1,4,5.Concreting again in the groove makes precast member for reinforcing bar concrete 1,4,5, and reinforcing bar 3,7, cast-in-situ concrete are combined into integral body.
Claims (2)
1, a kind of floor spiced by steel reinforced concrete, comprise precast member for reinforcing bar concrete, reinforcing bar, it is characterized in that: floor is assemblied to form by the polylith precast member for reinforcing bar concrete, have hole in the precast member for reinforcing bar concrete both sides, reinforcing bar passes the hole of prefabricated units both sides, connects the polylith precast member for reinforcing bar concrete.
2, floor spiced by steel reinforced concrete according to claim 1, it is characterized in that: be provided with cross rib in the described precast member for reinforcing bar concrete groove, have hole between two cross ribs, reinforcing bar passes the hole between two cross ribs, the reinforcing bar two ends are with ground tackle, and ground tackle is supported on the precast member for reinforcing bar concrete outer wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03227765 CN2619988Y (en) | 2003-05-29 | 2003-05-29 | Reinforced concrete assembled floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03227765 CN2619988Y (en) | 2003-05-29 | 2003-05-29 | Reinforced concrete assembled floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2619988Y true CN2619988Y (en) | 2004-06-09 |
Family
ID=34247012
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03227765 Expired - Lifetime CN2619988Y (en) | 2003-05-29 | 2003-05-29 | Reinforced concrete assembled floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2619988Y (en) |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100449077C (en) * | 2004-11-22 | 2009-01-07 | 邱则有 | Precast member for hollow concrete slab |
| CN102003007A (en) * | 2010-10-26 | 2011-04-06 | 吴方伯 | Ribbed reinforced concrete prefabricated slab |
| CN102002999A (en) * | 2010-10-26 | 2011-04-06 | 吴方伯 | Reinforced concrete superimposed hollow floor system |
| CN1944891B (en) * | 2006-11-01 | 2011-07-20 | 邱则有 | Steel concrete prefabricated plate with rib |
| CN101220627B (en) * | 2006-12-08 | 2011-07-20 | 邱则有 | Reiteration plate |
| CN101205745B (en) * | 2006-12-08 | 2011-10-05 | 邱则有 | Laminated slab |
| CN1944889B (en) * | 2006-11-01 | 2011-10-05 | 邱则有 | Steel concrete pre-fabricated plate with rib |
| CN102287023A (en) * | 2011-09-01 | 2011-12-21 | 吴方伯 | Construction method for reinforced concrete laminated floor slab |
| CN102373753A (en) * | 2010-08-11 | 2012-03-14 | 中国市政工程东北设计研究总院 | New method for butt-joint assembly of concrete prefabricated parts |
| CN101280588B (en) * | 2006-12-08 | 2012-03-28 | 邱则有 | Laminated slab |
| CN102409787A (en) * | 2011-09-02 | 2012-04-11 | 吴方伯 | Reinforced concrete overlapped floor slab |
| CN103526879A (en) * | 2013-10-24 | 2014-01-22 | 华煜建设集团有限公司 | Concrete prefabricated part |
| CN105544733A (en) * | 2013-12-13 | 2016-05-04 | 赫鹏城科工程咨询公司 | Structural frame system for supporting buildings and assemble method thereof |
| CN106121106A (en) * | 2016-05-19 | 2016-11-16 | 吴方伯 | A kind of Prefabricated component board of ribbed reinforced concrete |
| CN107030877A (en) * | 2017-05-20 | 2017-08-11 | 西咸新区矩阵实业有限公司 | It is a kind of for steel performance steel loose tool of prefabricated component and preparation method thereof |
| CN107542189A (en) * | 2017-06-16 | 2018-01-05 | 深圳市德圣雅建材科技有限公司 | A kind of assembling wall one-step moulding method with decorative plate of outer wall and assembling wall body structure |
-
2003
- 2003-05-29 CN CN 03227765 patent/CN2619988Y/en not_active Expired - Lifetime
Cited By (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100449077C (en) * | 2004-11-22 | 2009-01-07 | 邱则有 | Precast member for hollow concrete slab |
| CN1944889B (en) * | 2006-11-01 | 2011-10-05 | 邱则有 | Steel concrete pre-fabricated plate with rib |
| CN1944891B (en) * | 2006-11-01 | 2011-07-20 | 邱则有 | Steel concrete prefabricated plate with rib |
| CN101220627B (en) * | 2006-12-08 | 2011-07-20 | 邱则有 | Reiteration plate |
| CN101205745B (en) * | 2006-12-08 | 2011-10-05 | 邱则有 | Laminated slab |
| CN101280588B (en) * | 2006-12-08 | 2012-03-28 | 邱则有 | Laminated slab |
| CN102021959B (en) * | 2006-12-08 | 2012-05-16 | 邱则有 | Laminated slab |
| CN102002993B (en) * | 2006-12-08 | 2013-01-02 | 邱则有 | Laminated slab |
| CN102373753B (en) * | 2010-08-11 | 2013-07-03 | 中国市政工程东北设计研究总院 | New method for butt-joint assembly of concrete prefabricated parts |
| CN102373753A (en) * | 2010-08-11 | 2012-03-14 | 中国市政工程东北设计研究总院 | New method for butt-joint assembly of concrete prefabricated parts |
| CN102002999A (en) * | 2010-10-26 | 2011-04-06 | 吴方伯 | Reinforced concrete superimposed hollow floor system |
| CN102003007A (en) * | 2010-10-26 | 2011-04-06 | 吴方伯 | Ribbed reinforced concrete prefabricated slab |
| CN102287023A (en) * | 2011-09-01 | 2011-12-21 | 吴方伯 | Construction method for reinforced concrete laminated floor slab |
| CN102409787A (en) * | 2011-09-02 | 2012-04-11 | 吴方伯 | Reinforced concrete overlapped floor slab |
| CN103526879A (en) * | 2013-10-24 | 2014-01-22 | 华煜建设集团有限公司 | Concrete prefabricated part |
| CN105544733A (en) * | 2013-12-13 | 2016-05-04 | 赫鹏城科工程咨询公司 | Structural frame system for supporting buildings and assemble method thereof |
| CN105544733B (en) * | 2013-12-13 | 2018-02-06 | 赫鹏城科工程咨询公司 | For supporting the structural framing system of building and assembling its method |
| CN106121106A (en) * | 2016-05-19 | 2016-11-16 | 吴方伯 | A kind of Prefabricated component board of ribbed reinforced concrete |
| CN107030877A (en) * | 2017-05-20 | 2017-08-11 | 西咸新区矩阵实业有限公司 | It is a kind of for steel performance steel loose tool of prefabricated component and preparation method thereof |
| CN107030877B (en) * | 2017-05-20 | 2024-04-02 | 西咸新区矩阵住宅工业有限公司 | Steel and concrete combined structure steel moulding bed for prefabricated components and manufacturing method thereof |
| CN107542189A (en) * | 2017-06-16 | 2018-01-05 | 深圳市德圣雅建材科技有限公司 | A kind of assembling wall one-step moulding method with decorative plate of outer wall and assembling wall body structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20130529 Granted publication date: 20040609 |