CN202338066U - Large-span pre-stressed concrete double-T superimposed sheet - Google Patents
Large-span pre-stressed concrete double-T superimposed sheet Download PDFInfo
- Publication number
- CN202338066U CN202338066U CN2011204717759U CN201120471775U CN202338066U CN 202338066 U CN202338066 U CN 202338066U CN 2011204717759 U CN2011204717759 U CN 2011204717759U CN 201120471775 U CN201120471775 U CN 201120471775U CN 202338066 U CN202338066 U CN 202338066U
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- double
- superimposed sheet
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- superimposed
- base plate
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Abstract
The utility model relates to a large-span pre-stressed concrete double-T superimposed sheet. A base plate of the double-T superimposed sheet is provided with a superimposed layer to form integral assembly type of which the safety performance is same as that of the cast-in-plate type, besides, four rib corners below a plate rib are removed and placed on a beam or an L-shaped beam, thereby reducing the layer height.
Description
Technical field
The utility model relates to a kind of prefabricated reinforced concrete bearing carrier, particularly relates to a kind of rib Xia Sijiao, superimposed a kind of large span prestressed concrete double T superimposed sheet in top of removing.
Background technology
The double T plate is the prefabricated reinforced concrete bearing carrier that plate, beam combine, and is made up of roomy panel and two narrow and high ribs.Its panel is horizontal load-carrying members, is again the pressure zone of vertical load-bearing rib.So the double T plate has good structural mechanical property, clear and definite power transmission level, succinct geometry is a kind of large span, big area coverage and both economical bearing carrier of can be made into.
At present, large span prestressed concrete double T plate is used widely in industrial premises and other civilian construction structures as a kind of standard concrete prefabricated units, and fully manifests its superiority in the industrialization of construction industry field.Use the building of double T plate big because of its space, design simplification, it is convenient to construct, and comprehensive cost is low, is accepted by users gradually.
That but the double T plate is done is civilian, on the utilities building, and particularly classroom, power plant, market, supermarket etc. are architectural, because as more relatively poor than cast-in-place in its globality of prefabricated units, the safety; Even and plate is disconnected is placed on the beam on the L beam beam of falling T, floor height is bigger, and cast-in-place prestressed limitation is bigger; Common nonprestressed reinforcement concrete cast-in-situ; Span is very little, and reinforced steel bar strength has only about 1/5 of prestress steel, waste material significantly.
The utility model content
The purpose of the utility model is to present double T plate as the relatively poor present situation of prefabricated units globality safety; Greatly waste steel and concrete, present situation that cast-in-place prestressed operation easier is big again significantly with floor height; A kind of large span double T superimposed sheet that removes following four angle of ribs of rib is provided; Thereby realized the cast-in-place cast in place and precast construction of treating as of prestressing force double T plate, and not only used prestress steel, saved about 5 times steel and a large amount of concrete; Increased globality, safety again, reduced floor height again simultaneously, saved cost.
The technical scheme of the utility model is following:
A kind of large span prestressed concrete double T superimposed sheet comprises double T superimposed sheet base plate and overlapping layers, and the superimposed base plate of double T top is provided with overlapping layers.
Further, remove four angle of ribs under the rib of the superimposed base plate of double T.
Further, exposed steel bar or plate face hacking are arranged on the superimposed base plate plate of the double T face.
Description of drawings
Fig. 1 is the structural representation of the utility model.
Among the figure: 1, double T superimposed sheet base plate, 2, the angle of rib.
The specific embodiment
The large span prestressed concrete double T superimposed sheet of the utility model, like Fig. 1, after removing following four angle of ribs 2 of double T superimposed sheet base plate 1 rib, prestressed reinforcement invariant position or rise to draw with curve and avoid removing the position; Remove four angle of ribs 2 weakened parts afterwards, the rib both sides add iron plate or the U-iron plate is reinforced, and stay exposed steel bar on the plate face of double T superimposed sheet base plate 1, and overlapping layers is established on top.
The large span prestressed concrete double T superimposed sheet of the utility model, the large span prestressed concrete double T plate of following four angle of ribs 2 of rib of slab of removing double T superimposed sheet base plate 1 be placed on the beam or the bottom girder of L beam, the beam of falling T on, down gap and institute break, and the beam put coincide and the low beam of the L beam beam of falling T is identical; Reduced floor height; Reduce cutting depth, save cost, stay exposed steel bar on the plate face of double T superimposed sheet base plate 1; Plate face hacking; On establish overlapping layers, steel and concrete are saved in agents enhance overall property, safety significantly.
Claims (3)
1. a large span prestressed concrete double T superimposed sheet comprises double T superimposed sheet base plate and overlapping layers, it is characterized in that: the superimposed base plate of double T top is provided with overlapping layers.
2. large span prestressed concrete double T superimposed sheet base plate as claimed in claim 1 is characterized in that: remove four angle of ribs under the rib of the superimposed base plate of said double T.
3. large span prestressed concrete double T superimposed sheet as claimed in claim 2 is characterized in that: exposed steel bar or plate face hacking are arranged on the superimposed base plate plate of the double T face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204717759U CN202338066U (en) | 2011-05-06 | 2011-11-18 | Large-span pre-stressed concrete double-T superimposed sheet |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110126721.3 | 2011-05-06 | ||
| CN201110126721 | 2011-05-06 | ||
| CN2011204717759U CN202338066U (en) | 2011-05-06 | 2011-11-18 | Large-span pre-stressed concrete double-T superimposed sheet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202338066U true CN202338066U (en) | 2012-07-18 |
Family
ID=45823327
Family Applications (5)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011103853271A Pending CN102444237A (en) | 2011-05-06 | 2011-11-18 | Large-span prestressed concrete double-T plate with four rib angles under plate rib removed |
| CN201110378808XA Pending CN102383527A (en) | 2011-05-06 | 2011-11-18 | Large-span prestressed concrete double-T laminated slab |
| CN2011204717759U Expired - Fee Related CN202338066U (en) | 2011-05-06 | 2011-11-18 | Large-span pre-stressed concrete double-T superimposed sheet |
| CN2011104404903A Pending CN102518252A (en) | 2011-05-06 | 2011-12-13 | Large span and large load prestress double T laminated plate adopted as basement plate, and ventilation channel |
| CN 201120552748 Expired - Fee Related CN202596024U (en) | 2011-05-06 | 2011-12-13 | Large-span and large-load prestress double-T superimposed plate serving as basement plate and ventilating ducts |
Family Applications Before (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011103853271A Pending CN102444237A (en) | 2011-05-06 | 2011-11-18 | Large-span prestressed concrete double-T plate with four rib angles under plate rib removed |
| CN201110378808XA Pending CN102383527A (en) | 2011-05-06 | 2011-11-18 | Large-span prestressed concrete double-T laminated slab |
Family Applications After (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011104404903A Pending CN102518252A (en) | 2011-05-06 | 2011-12-13 | Large span and large load prestress double T laminated plate adopted as basement plate, and ventilation channel |
| CN 201120552748 Expired - Fee Related CN202596024U (en) | 2011-05-06 | 2011-12-13 | Large-span and large-load prestress double-T superimposed plate serving as basement plate and ventilating ducts |
Country Status (1)
| Country | Link |
|---|---|
| CN (5) | CN102444237A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383527A (en) * | 2011-05-06 | 2012-03-21 | 柳忠林 | Large-span prestressed concrete double-T laminated slab |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741797A (en) * | 2013-09-13 | 2014-04-23 | 柳忠林 | Prestressed concrete beam plate with upper portion provided with flexural steel bars and frame structure system |
| CN104294997A (en) * | 2014-09-02 | 2015-01-21 | 柳忠林 | Large-span prestress double-T plate with embedded parts connected with horizontal force transmitting steel bars at two ends |
| CN106049661B (en) * | 2016-05-30 | 2019-04-09 | 建研地基基础工程有限责任公司 | Open cut of subway station can repair prestressed cable-arch co-ordinative construction without column large span |
| CN109594648B (en) * | 2019-01-24 | 2020-11-06 | 天津建工集团建筑设计有限公司 | Ribbed floor structure and construction method |
| CN110359672B (en) * | 2019-07-12 | 2024-10-29 | 中铁第四勘察设计院集团有限公司 | Prefabricated rail top air duct assembly structure and construction method thereof |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2560621B1 (en) * | 1984-03-02 | 1986-11-21 | Decotignie Marmier Henri | RIB ELEMENT AND SLAB COMPOSED OF SUCH ELEMENTS AS WELL AS THE PROCESS FOR MANUFACTURING THESE ELEMENTS AND THE MEANS FOR CARRYING OUT THIS PROCESS |
| CN2261462Y (en) * | 1996-08-05 | 1997-09-03 | 武汉工业大学 | High performance prestressed piled-up roof structure |
| IT1316776B1 (en) * | 2000-02-18 | 2003-05-12 | Sergio Zambelli | PREFABRICATED CONCRETE PANEL FOR THE REALIZATION OF SOLAIIN CIVIL OR INDUSTRIAL BUILDINGS |
| CN2698878Y (en) * | 2004-04-16 | 2005-05-11 | 浙江杭萧钢构股份有限公司 | Truss type superimposed sheet |
| CN201386416Y (en) * | 2008-12-17 | 2010-01-20 | 中国建筑东北设计研究院有限公司 | Prestressed concrete slab applicable to civil air defense basement |
| CN101666136A (en) * | 2009-05-14 | 2010-03-10 | 柳忠林 | Double-T plate with hole on rib and ventilation channel system |
| CN101565985A (en) * | 2009-05-16 | 2009-10-28 | 柳忠林 | Double-T plate assembly used as ventilation channel and ventilation channel system |
| CN101793074A (en) * | 2009-12-16 | 2010-08-04 | 中国建筑东北设计研究院有限公司 | Fish-bellied type prestressed concrete two-way composite slab |
| CN102444237A (en) * | 2011-05-06 | 2012-05-09 | 柳忠林 | Large-span prestressed concrete double-T plate with four rib angles under plate rib removed |
-
2011
- 2011-11-18 CN CN2011103853271A patent/CN102444237A/en active Pending
- 2011-11-18 CN CN201110378808XA patent/CN102383527A/en active Pending
- 2011-11-18 CN CN2011204717759U patent/CN202338066U/en not_active Expired - Fee Related
- 2011-12-13 CN CN2011104404903A patent/CN102518252A/en active Pending
- 2011-12-13 CN CN 201120552748 patent/CN202596024U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383527A (en) * | 2011-05-06 | 2012-03-21 | 柳忠林 | Large-span prestressed concrete double-T laminated slab |
| CN102444237A (en) * | 2011-05-06 | 2012-05-09 | 柳忠林 | Large-span prestressed concrete double-T plate with four rib angles under plate rib removed |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102518252A (en) | 2012-06-27 |
| CN102444237A (en) | 2012-05-09 |
| CN202596024U (en) | 2012-12-12 |
| CN102383527A (en) | 2012-03-21 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120718 Termination date: 20171118 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |