CN1970931B - Cast-in-situ concrete hollow slab - Google Patents
Cast-in-situ concrete hollow slab Download PDFInfo
- Publication number
- CN1970931B CN1970931B CN2006101219473A CN200610121947A CN1970931B CN 1970931 B CN1970931 B CN 1970931B CN 2006101219473 A CN2006101219473 A CN 2006101219473A CN 200610121947 A CN200610121947 A CN 200610121947A CN 1970931 B CN1970931 B CN 1970931B
- Authority
- CN
- China
- Prior art keywords
- cast
- place concrete
- shuttering member
- concrete cored
- upper plate
- 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 - Fee Related
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 141
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 37
- 238000009416 shuttering Methods 0.000 claims abstract description 112
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 35
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 32
- 239000004568 cement Substances 0.000 claims description 24
- 229910000831 Steel Inorganic materials 0.000 claims description 22
- 239000010959 steel Substances 0.000 claims description 22
- 239000000463 material Substances 0.000 claims description 14
- 239000004033 plastic Substances 0.000 claims description 10
- 229920003023 plastic Polymers 0.000 claims description 10
- 239000000835 fiber Substances 0.000 claims description 9
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 6
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 6
- 241001330002 Bambuseae Species 0.000 claims description 6
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 6
- 239000011425 bamboo Substances 0.000 claims description 6
- 239000003292 glue Substances 0.000 claims description 6
- 239000002184 metal Substances 0.000 claims description 6
- 229910052751 metal Inorganic materials 0.000 claims description 6
- 239000002023 wood Substances 0.000 claims description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 4
- 238000004026 adhesive bonding Methods 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 claims description 4
- 125000006850 spacer group Chemical group 0.000 claims description 4
- 239000004744 fabric Substances 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 230000002093 peripheral effect Effects 0.000 abstract 3
- 238000010276 construction Methods 0.000 description 21
- 238000005336 cracking Methods 0.000 description 5
- 238000009415 formwork Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 4
- 230000006378 damage Effects 0.000 description 4
- 239000011083 cement mortar Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005267 amalgamation Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 229920000642 polymer Polymers 0.000 description 2
- 239000002986 polymer concrete Substances 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 229910052902 vermiculite Inorganic materials 0.000 description 1
- 239000010455 vermiculite Substances 0.000 description 1
- 235000019354 vermiculite Nutrition 0.000 description 1
Images
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
Description
Claims (22)
- One kind cast-in-place concrete cored, comprise steel bar concrete (1), shuttering member (2), shuttering member (2) is wrapped up in and is contained in the steel bar concrete (1), shuttering member (2) alternately, be cast-in-situ reinforced concrete rib (3) each other, it on it cast-in-situ reinforced concrete upper plate (4), it is cast-in-situ reinforced concrete lower plate (5) down, shuttering member (2) comprises upper plate (6), sidewall (7) on every side, upper plate (6), sidewall (7) surrounds uncovered basin-shaped component on every side, it is characterized in that described basin-shaped component upper plate (6) middle part has a upper plate skylight (56), at least one side of lower basin mouth of sidewall (7) has at least one to protrude horizontal reinforcing rib (12) on every side.
- 2. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that not having cast in place reinforced bar upper plate (4), the upper surface of upper plate (6) and cast-in-place concrete cored upper surface flush on the upper plate (6) of described shuttering member (2).
- 3. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that the bottom of described shuttering member (2) does not have cast-in-situ reinforced concrete lower plate (5).
- 4. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that not having cast in place reinforced bar upper plate (4) on the upper plate (6) of described shuttering member (2), the upper surface of upper plate (6) and cast-in-place concrete cored upper surface flush, the bottom of shuttering member (2) does not have cast-in-situ reinforced concrete lower plate (5).
- 5. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that the horizontal reinforcing rib (12) of described protrusion is arranged at basin mouth inboard.
- 6. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that the horizontal reinforcing rib (12) of described protrusion is arranged at the basin mouth outside.
- 7. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that horizontal reinforcing rib (12) ring of described protrusion is communicated with at lower basin mouth.
- 8. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that described shuttering member is provided with carrying part (34).
- 9. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that described at least two shuttering members alternately, connect into the gang mould mould component by a spacer draw piece (32) each other, constitute internal-rib die cavity (31) between the adjacent shuttering member.
- 10. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that the horizontal profile of described shuttering member is shaped as polygon, multi sphere limit shape, corrugated or circular.
- 11. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that the horizontal profile of described shuttering member is shaped as rectangle, square, arc angle polygon or chamfering polygon.
- 12. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that the re-entrant portion of described shuttering member is provided with light material (35).
- 13. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that described shuttering member (2) is provided with align member (36).
- 14. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that described shuttering member (2) is provided with connector connected to one another (10) between the shuttering member.
- 15. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that described upper plate (6) or on every side at least one of sidewall (7) be provided with overlapping layers (33).
- 16. according to claim 15 a kind of cast-in-place concrete cored, it is characterized in that described overlapping layers (33) is light aggregate concrete layer, aerating concrete layer, cement sand bed, Cement fibre layer, cement steel screen layer, cement concrete layer, steel bar concrete layer, plastic plate, metal crimp template or wood glue plate or bamboo offset plate.
- 17. according to claim 15 a kind of cast-in-place concrete cored, it is characterized in that described overlapping layers (33) is a plastic foamboard.
- 18. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that the upper plate (6) of described shuttering member or on every side the wall of sidewall (7) be the wall of Cement fibre, Cement fibre net, cement steel net, cement gauze wire cloth, concrete plate, bamboo offset plate, wood glue plate, plastics, metal crimp template, lightweight concrete.
- 19. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that described upper plate (6) or on every side at least one in the sidewall (7) be to be stained with the muscle of cementitious material or the superimposed gluing of the reinforce of net (11) forms by multilayer.
- 20. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that describedly containing presstressed reinforcing steel (75) in cast-in-place concrete cored.
- 21. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that describedly containing reinforcing bar (76) in cast-in-place concrete cored.
- 22. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that describedly also being provided with dark beam (77) or/and bright beam (78) in cast-in-place concrete cored.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2006101219473A CN1970931B (en) | 2005-08-29 | 2006-08-28 | Cast-in-situ concrete hollow slab |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200510097777.5 | 2005-08-29 | ||
CN200510097777 | 2005-08-29 | ||
CN2006101219473A CN1970931B (en) | 2005-08-29 | 2006-08-28 | Cast-in-situ concrete hollow slab |
Publications (2)
Publication Number | Publication Date |
---|---|
CN1970931A CN1970931A (en) | 2007-05-30 |
CN1970931B true CN1970931B (en) | 2010-09-22 |
Family
ID=38111930
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2006101219473A Expired - Fee Related CN1970931B (en) | 2005-08-29 | 2006-08-28 | Cast-in-situ concrete hollow slab |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN1970931B (en) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1348041A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Hollow floor slab of in-situ deposited steel bar reinforced concrete |
EP1236843A2 (en) * | 2000-12-13 | 2002-09-04 | Studio Tecnico Ing. Giorgio Cristalli | System, method and modular forms for the production of floors |
CN1455065A (en) * | 2002-04-30 | 2003-11-12 | 邱则有 | Reinforced concrete three-dimensional load-carrying structure floor |
CN1548677A (en) * | 2003-05-20 | 2004-11-24 | 邱则有 | Hollow concrete board |
-
2006
- 2006-08-28 CN CN2006101219473A patent/CN1970931B/en not_active Expired - Fee Related
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1236843A2 (en) * | 2000-12-13 | 2002-09-04 | Studio Tecnico Ing. Giorgio Cristalli | System, method and modular forms for the production of floors |
CN1348041A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Hollow floor slab of in-situ deposited steel bar reinforced concrete |
CN1455065A (en) * | 2002-04-30 | 2003-11-12 | 邱则有 | Reinforced concrete three-dimensional load-carrying structure floor |
CN1548677A (en) * | 2003-05-20 | 2004-11-24 | 邱则有 | Hollow concrete board |
Also Published As
Publication number | Publication date |
---|---|
CN1970931A (en) | 2007-05-30 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN1970931B (en) | Cast-in-situ concrete hollow slab | |
CN1970938A (en) | Cast-in-situ concrete hollow slab | |
CN100570092C (en) | A kind of shuttering member | |
CN100537912C (en) | A kind of cast-in-place concrete cored | |
CN100396873C (en) | A shuttering member | |
CN100356021C (en) | A shuttering member | |
CN1629433B (en) | A shuttering member | |
CN100396872C (en) | A shuttering member | |
CN100359117C (en) | A shuttering member | |
CN100476147C (en) | A framework member | |
CN100348808C (en) | Cavity member for hollow slab | |
CN1629431A (en) | A shuttering member | |
CN1970939B (en) | Cast-in-situ concrete hollow slab | |
CN100501091C (en) | Formwork component | |
CN100535345C (en) | Formwork component | |
CN100501092C (en) | Formwork component | |
CN101135185A (en) | Cast-in-situs concrete hollow slab | |
CN101041995A (en) | Cast-in-situs concrete hollow slab | |
CN101041994A (en) | Cast-in-situs concrete hollow slab | |
CN1970934A (en) | Cast-in-situ concrete hollow slab | |
CN101429815A (en) | Formwork component | |
CN101382002A (en) | Formwork component | |
CN101182727A (en) | Shuttering component | |
CN101324125A (en) | Shuttering component | |
CN101368418A (en) | Formwork component |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
ASS | Succession or assignment of patent right |
Owner name: HUBEI QIUZEYOU PATENT STRATEGY PLANNING CO., LTD. Free format text: FORMER OWNER: QIU ZEYOU Effective date: 20101231 |
|
C41 | Transfer of patent application or patent right or utility model | ||
COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 410011 28/F, SHUNTIANCHENG, NO.59, SECTION 2 OF FURONG MIDDLE ROAD, CHANGSHA CITY, HU NAN PROVINCE TO: 410205 JUXING INDUSTRIAL BASE, NO.8, LUJING ROAD, CHANGSHA HIGH-TECH DEVELOPMENT ZONE, YUELU DISTRICT, CHANGSHA CITY, HU NAN PROVINCE |
|
TR01 | Transfer of patent right |
Effective date of registration: 20101231 Address after: 410205, Hunan Changsha Changsha hi tech Development Zone, Yuelu District Road, No. 8 star industry base Patentee after: Hunan Qiuzeyou Patent Strategy Planning Co., Ltd. Address before: 410011 Hunan province Changsha Furong Road two section 59 Suncheon City 28 floor Patentee before: Qiu Zeyou |
|
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100922 Termination date: 20130828 |