CN101942875B - Manufacture method and structure of composite cellular floor or roof - Google Patents
Manufacture method and structure of composite cellular floor or roof Download PDFInfo
- Publication number
- CN101942875B CN101942875B CN201010298370XA CN201010298370A CN101942875B CN 101942875 B CN101942875 B CN 101942875B CN 201010298370X A CN201010298370X A CN 201010298370XA CN 201010298370 A CN201010298370 A CN 201010298370A CN 101942875 B CN101942875 B CN 101942875B
- Authority
- CN
- China
- Prior art keywords
- panel
- composite
- stone
- base plate
- floor
- 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
- 239000002131 composite material Substances 0.000 title claims abstract description 46
- 230000001413 cellular effect Effects 0.000 title claims abstract description 29
- 238000000034 method Methods 0.000 title abstract description 5
- 238000004519 manufacturing process Methods 0.000 title abstract 5
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 73
- 239000010959 steel Substances 0.000 claims abstract description 73
- 239000004575 stone Substances 0.000 claims abstract description 58
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 20
- 238000010276 construction Methods 0.000 claims abstract description 10
- 238000009408 flooring Methods 0.000 claims description 36
- 239000004567 concrete Substances 0.000 claims description 18
- 239000000463 material Substances 0.000 claims description 12
- 238000002360 preparation method Methods 0.000 claims description 12
- 238000003466 welding Methods 0.000 claims description 6
- FGUUSXIOTUKUDN-IBGZPJMESA-N C1(=CC=CC=C1)N1C2=C(NC([C@H](C1)NC=1OC(=NN=1)C1=CC=CC=C1)=O)C=CC=C2 Chemical compound C1(=CC=CC=C1)N1C2=C(NC([C@H](C1)NC=1OC(=NN=1)C1=CC=CC=C1)=O)C=CC=C2 FGUUSXIOTUKUDN-IBGZPJMESA-N 0.000 claims description 4
- 239000000919 ceramic Substances 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 4
- 238000007493 shaping process Methods 0.000 claims description 4
- 230000004888 barrier function Effects 0.000 claims description 3
- 239000007767 bonding agent Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000000428 dust Substances 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 230000003319 supportive effect Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000003850 cellular structure Anatomy 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 239000000383 hazardous chemical Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- -1 plank Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
Images
Landscapes
- Floor Finish (AREA)
Abstract
The invention discloses a manufacture method and a structure of a composite cellular floor or roof. The method is characterized by comprising the following steps of: manufacturing a reinforced concrete bottom plate on a floor or a roof of a building; manufacturing the bottom plate into a stone cellular component; manufacturing a reinforced concrete panel, and putting and fixing the stone cellular component on the reinforced concrete panel; turning over the stone cellular component and the reinforced concrete panel to ensure that the stone cellular component is arranged between a reinforced concrete bottom layer and the reinforced concrete panel; and connecting a reserved reinforcing steel bar with a side steel plate of the stone cellular component to form a composite cellular supporting body so as to obtain a floor or the floor or the roof. The structure has the advantages of high structural strength and long service life and can achieve the same strength effect as the traditional reinforced concrete floor. The structure of the floor or the roof can greatly lighten the dead weight without the supporting of a floor beam and also can reach relative standards of the construction industry, thereby reducing the construction cost.
Description
Technical field
The present invention relates to a kind of composite cellular flooring roofing preparation method and structure, belong to building flooring, roofing technique field.
Background technology
In the prior art, flooring, roofing normally steel concrete are built and are formed, cause the flooring roofing from great; Building costs is high, when the span of flooring greater than more than 4 meters the time, need floor beam to support usually; The floor beam cost is high, also can influence the floor height of floor.Chinese patent discloses the structure of some hollow flooring roofings, to reduce the deadweight and the building costs of flooring roofing.Its shortcoming is, mostly the hollow structure that most of technology adopts is rectangle, and structure is stable inadequately, and the shock resistance distortion power is poor, builds, and consumption template amount is big, long construction period, and dry sound, sewage dust pollution are serious.Mostly the material that adopts is light materials such as plank, plastics, though reduced deadweight, long-term materials used intensity can reduce, even addles, and causes the intensity of flooring roofing to reduce.Because the problem of aspects such as structure, material causes the supportive of more existing hollow floor structures not enough, seismic degree is not high, can't use for a long time.
Summary of the invention
The objective of the invention is to: a kind of system composite cellular flooring roofing preparation method and structure of giving is provided.Reduce the weight of flooring roofing, economize on resources, energy-conservation, reduce discharging, reduce cost, improve the combination property of hollow flooring roofing.
Composite cellular flooring roofing preparation method of the present invention comprises the steps:
A, on a vacant operating platform, by the building unit room area that designs, respectively prefabricated reinforced concrete base plate and panel; Build base plate earlier; Treat to spread layer barrier film after the base plate initial set, build onesize panel again, reserved steel bar around two boards; Build after steel concrete solidifies, promptly obtain base plate and panel;
B, stone material is become slabstone by the required cut of the honeycomb that designs, slabstone is carried out the bonding shaping of structure, be made into stone honeycombed member according to honeycomb shape;
C, with the full concrete slab of stone honeycombed member tiling; Bonding with fix; Be close to high disjunctor frame steel plates such as stone honeycombed member installation all around; Curved flat reserved steel bar around the panel along the facade of stone honeycombed member, be welded on the disjunctor frame steel plate, make panel, reserved steel bar, stone honeycombed member and all around disjunctor frame steel plate become a composite construction board;
D, composite construction board is sling, turn, panel up; Stone honeycombed member is downward; Below stone honeycombed member, coat bonding agent, keep flat on the base plate, upwards curved flat the reserved steel bar around the base plate; Around being weldingly fixed on the disjunctor frame steel plate, make base plate, reserved steel bar, stone honeycombed member, panel and all around disjunctor frame steel plate be combined into the overall structure of a composite honeycomb board;
E, lift the composite honeycomb board of making on each unit room wall or the beam, connect, again the welding of the disjunctor frame steel plate between the adjacent composite honeycomb board is fixed, forms whole layer of composite honeycomb supporter.
Above-mentioned composite cellular flooring roofing preparation method also comprises step f, on the panel of whole layer composite honeycomb supporter, finish coat is installed, and overcoat is installed on the base plate, obtains flooring or roofing.
Aforesaid composite cellular flooring roofing preparation method, in the steps d, the side steel plate of said stone honeycombed member is inside and outside 2 layers, the fixing reserved steel bar of bottom and panel of welding in 2 layers of steel plate.
Aforesaid composite cellular flooring roofing preparation method, among the step f, said finish coat is slabstone, ceramic tile or plank.
Composite cellular flooring roof structure comprises the reinforced concrete floor that reinforcing bar and screed constitute, and on reinforced concrete floor, is provided with stone honeycombed member, and the steel concrete panel also is set on stone honeycombed member.
Disjunctor frame steel plate around above-mentioned composite cellular flooring roof structure, the outside of said stone honeycombed member are provided with, disjunctor frame steel plate and reinforced concrete floor and panel reserved steel bar all around are fixedly connected.
Aforesaid composite cellular flooring roof structure, said disjunctor frame steel plate is inside and outside 2, between 2 block plates, connects reserved steel bar.
Aforesaid composite cellular flooring roof structure, the height of said stone honeycombed member is 10 ~ 50 centimetres, the thickness of its slabstone is 0.3 ~ 1 centimetre.
Aforesaid composite cellular flooring roof structure is provided with finish coat on the steel concrete panel.
Aforesaid composite cellular flooring roof structure, said stone honeycombed member are 2 layers or 3 layers.
The lithotome wide material sources, cost is low, and hardness is high, and the life-span is long; Not containing hazardous substance, be the desirable feedstock of building trade, but the weight of stone material is big, transportation inconvenience; It is serious to add the man-hour dust pollution, and the field machining difficulty is big, the therefore many uses that replace stone material with concrete of existing building trade.The present invention adopts the material of lithotome as hollow structure, and intensity is high, and can reach more than a century service life; Slabstone is made into cellular structure, has not only alleviated the weight of stone material, and Stability Analysis of Structures; Can improve the shock resistance of member, bear the impact of all directions.Stone honeycombed member can machine-shaping in factory, cuts according to the requirement for height of flooring roofing, is transported to on-the-spot the installation then; Shortened the building operations time; Strengthen fixing through reinforced concrete floor up and down at stone honeycombed member, the side is connected with the reserved steel bar of body of wall with reinforcing bar through steel plate, can improve the intensity of hollow floor structure; Reach the intensity effect identical with existing reinforced concrete floor, this is that existing hollow floor structure is beyond one's reach.Simultaneously, on the construction technology of stone honeycombed member, the applicant sums up methodology; Promptly build reinforced concrete floor earlier, make the steel concrete panel again, and stone honeycombed member is installed; Overturn then steel concrete panel and stone honeycombed member can guarantee the pouring quality of steel concrete panel to prevent that stone honeycombed member is placed on below the steel concrete panel like this; Because of its cavity makes the mortar of steel concrete panel subside, reduce the intensity of steel concrete panel.Test through the applicant; Flooring roof structure of the present invention can alleviate deadweight greatly, existing reinforced concrete structure, and the flooring weight of 12 cm thicks is probably about 400 kilograms/square metre; And composite cellular flooring of the present invention has only about 160 kilograms/square metre.Simultaneously, through the test, adopt structure of the present invention, span 10 meters with interior composite cellular flooring, its structure is firm, supportive good, does not need the support of floor beam, can reach the relevant criterion of building trade equally, has reduced building costs.
Description of drawings
Accompanying drawing 1 is a structural representation of the present invention;
Accompanying drawing 2 is the structural representation of the stone honeycombed member of the present invention.
Reference numeral: 1-base plate, the stone honeycombed member of 2-, 3-panel, 4-disjunctor frame steel plate, 5-reinforcing bar, 6-reserved steel bar 6,7-finish coat.
The specific embodiment
Embodiments of the invention.Composite cellular flooring roofing preparation method comprises the steps:
A, on a vacant operating platform, by the building unit room area that designs, respectively prefabricated reinforced concrete base plate 1 and panel 3; Build base plate 1 earlier; Treat to spread layer barrier film after base plate 1 initial set, build onesize panel 3 again, reserved steel bar 6 around two boards; Build after steel concrete solidifies, promptly obtain base plate 1 and panel 3.The length of reserved steel bar 6 is added the height sum of middle stone honeycombed member for this two-ply thickness.
B, stone material is become slabstone by the required cut of the honeycomb that designs, slabstone is carried out the bonding shaping of structure, be made into stone honeycombed member 2 according to honeycomb shape, as shown in Figure 2.
C, with the full concrete slab 3 of stone honeycombed member 2 tilings; Bonding with fix; Be close to high disjunctor frame steel plates 4 such as stone honeycombed member 2 installations all around, curved flat reserved steel bar 6 around the panel 3 along the facade of stone honeycombed members 2, be welded on the disjunctor frame steel plate 4; Form panel 3 and the fixing disjunctor frame of steel plate all around, make panel 3, reserved steel bar 6, stone honeycombed member 2 and all around disjunctor frame steel plate 4 become a composite construction board.Disjunctor frame steel plate 4 is formed by the size welding or the riveted joint of steel plate according to stone honeycombed member 2, and disjunctor frame steel plate can be made as inside and outside 2, between 2 block plates, connects reserved steel bar 6.
D, composite construction board is sling, turn, panel 3 up; Stone honeycombed member 2 is downward, below stone honeycombed member 2, coats bonding agent, keeps flat on the base plate 1; Upwards curved flat the reserved steel bar around the base plate 16; On the disjunctor frame steel plate 4, make base plate 1, reserved steel bar 6 around being weldingly fixed on, stone honeycombed member 2, panel 3, reserved steel bar 6 and all around disjunctor frame steel plate 4 be combined into the overall structure of a composite honeycomb board.
E, lift the composite honeycomb board of making on each unit room wall or the beam, connect, again 4 welding of the disjunctor frame steel plate between the adjacent composite honeycomb board are fixed, forms whole layer of composite honeycomb supporter.
F, finish coat 7 is installed on the panel 3 of whole layer composite honeycomb supporter, on the base plate 1 overcoat is installed, obtain flooring or roofing.Finish coat 7 is slabstone, ceramic tile or plank.
As shown in Figure 1, composite cellular flooring roof structure comprises the reinforced concrete floor 1 that reinforcing bar 5 and screed constitute, and stone honeycombed member 2 is installed on reinforced concrete floor 1, on stone honeycombed member 2, steel concrete panel 3 is set also.
Disjunctor frame steel plate 4 around install in the outside of stone honeycombed member 2, disjunctor frame steel plate 4 and reinforced concrete floor 1 and panel 3 reserved steel bar 6 all around are fixedly connected the overall structure of a composite honeycomb board of formation.
The height of stone honeycombed member 2 is 10 ~ 50 centimetres, the thickness of its slabstone be 0.3 ~ 1 centimetre better.
Finish coat 7 is installed on steel concrete panel 3, and finish coat 7 is slabstone, ceramic tile or plank.
Stone honeycombed member is 2 layers or 3 layers, and improving soundproof effect, shown in the structure of two stone honeycombed members 2 on Fig. 1 right side, dotted line is the layering signal.
Claims (4)
1. a composite cellular flooring roofing preparation method is characterized in that: comprise the steps:
A, on a vacant operating platform, by the building unit room area that designs, respectively prefabricated reinforced concrete base plate and panel; Build base plate earlier; Treat to spread layer barrier film after the base plate initial set, build onesize panel again, reserved steel bar around two boards; Build after steel concrete solidifies, promptly obtain base plate and panel;
B, stone material is become slabstone by the required cut of the honeycomb that designs, slabstone is carried out the bonding shaping of structure, be made into stone honeycombed member according to honeycomb shape;
C, with the full concrete slab of stone honeycombed member tiling; Bonding with fix; Be close to high disjunctor frame steel plates such as stone honeycombed member installation all around; Curved flat reserved steel bar around the panel along the facade of stone honeycombed member, be welded on the disjunctor frame steel plate, make panel, reserved steel bar, stone honeycombed member and all around disjunctor frame steel plate become a composite construction board;
D, composite construction board is sling, turn, panel up; Stone honeycombed member is downward; Below stone honeycombed member, coat bonding agent, keep flat on the base plate, upwards curved flat the reserved steel bar around the base plate; Around being weldingly fixed on the disjunctor frame steel plate, make base plate, reserved steel bar, stone honeycombed member, panel and all around disjunctor frame steel plate be combined into the overall structure of a composite honeycomb board;
E, lift the composite honeycomb board of making on each unit room wall or the beam, connect, again the welding of the disjunctor frame steel plate between the adjacent composite honeycomb board is fixed, forms whole layer of composite honeycomb supporter.
2. composite cellular flooring roofing preparation method according to claim 1 is characterized in that: also comprise step f, on the panel of whole layer composite honeycomb supporter, finish coat be installed, overcoat is installed on the base plate, obtain flooring or roofing.
3. composite cellular flooring roofing preparation method according to claim 2 is characterized in that: in the steps d, the disjunctor frame steel plate of said stone honeycombed member is inside and outside 2 layers, the reserved steel bar of welding fixed base plate and panel in 2 layers of steel plate.
4. composite cellular flooring roofing preparation method according to claim 2 is characterized in that: among the step f, said finish coat is slabstone, ceramic tile or plank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010298370XA CN101942875B (en) | 2010-09-30 | 2010-09-30 | Manufacture method and structure of composite cellular floor or roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010298370XA CN101942875B (en) | 2010-09-30 | 2010-09-30 | Manufacture method and structure of composite cellular floor or roof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101942875A CN101942875A (en) | 2011-01-12 |
| CN101942875B true CN101942875B (en) | 2012-08-01 |
Family
ID=43435060
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010298370XA Expired - Fee Related CN101942875B (en) | 2010-09-30 | 2010-09-30 | Manufacture method and structure of composite cellular floor or roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101942875B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863281A (en) * | 2014-02-22 | 2015-08-26 | 李新亮 | Noise reducing panel and laying grooves thereof |
| CN104695607A (en) * | 2015-03-08 | 2015-06-10 | 王建友 | Composite floor face |
| US9779715B1 (en) * | 2016-07-26 | 2017-10-03 | Hexcel Corporation | Method for making contoured acoustic structures |
| CN109811967A (en) * | 2019-03-28 | 2019-05-28 | 沈阳建筑大学 | A kind of novel sound insulating heat insulation structure for dome structure |
| CN113279521A (en) * | 2021-06-03 | 2021-08-20 | 康红礼 | Roof composite board convenient for combination of industrial and civil energy-saving buildings |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2627102Y (en) * | 2003-07-11 | 2004-07-21 | 陈永君 | Composite lightweight wall and sheet material |
| CN2654342Y (en) * | 2003-07-29 | 2004-11-10 | 温州麦克辛石业有限公司 | Stone material surface honeycomb core composite board |
| CN101550744A (en) * | 2008-10-21 | 2009-10-07 | 北京中玉仁技术有限公司 | Honeycomb composite clean wall plate |
| CN101761749A (en) * | 2008-12-22 | 2010-06-30 | 陶春有 | Stone cellular core and braiding shaping method thereof |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20070054313A (en) * | 2005-11-23 | 2007-05-29 | 주식회사 엘지화학 | Upper board and raised access floors system with the same |
-
2010
- 2010-09-30 CN CN201010298370XA patent/CN101942875B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2627102Y (en) * | 2003-07-11 | 2004-07-21 | 陈永君 | Composite lightweight wall and sheet material |
| CN2654342Y (en) * | 2003-07-29 | 2004-11-10 | 温州麦克辛石业有限公司 | Stone material surface honeycomb core composite board |
| CN101550744A (en) * | 2008-10-21 | 2009-10-07 | 北京中玉仁技术有限公司 | Honeycomb composite clean wall plate |
| CN101761749A (en) * | 2008-12-22 | 2010-06-30 | 陶春有 | Stone cellular core and braiding shaping method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101942875A (en) | 2011-01-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103821276B (en) | A kind of assembled, modular architectural system | |
| WO2017076070A1 (en) | Integrated-assembly steel structure building | |
| CN104563384A (en) | Structural heat-preservation decoration integrated large-size prefabricated outer wall-hung plate and manufacturing method thereof | |
| CN102587693A (en) | Two-storey modular villa building and construction method thereof | |
| CN101942875B (en) | Manufacture method and structure of composite cellular floor or roof | |
| CN108589982B (en) | Assembled composite wall structure based on indirect welded connection of reinforcing steel bars and construction method thereof | |
| CN104912230A (en) | Modular assembly type composite wall and connecting mode thereof | |
| CN103266662B (en) | The assembled house of light steel composite board | |
| CN105649249A (en) | Bidirectional profiled steel sheet and concrete composite floor slab internally provided with hollow circular steel pipes | |
| CN104695662A (en) | Stone facing prefabricated external wall plate as well as production method and external wall system thereof | |
| CN215106121U (en) | One-way superimposed sheet piece department joint construction | |
| CN1888344B (en) | Composite thermal insulation concrete load-bearing wall | |
| CN2931627Y (en) | Frame and wall plate combined building | |
| CN210421563U (en) | Sandwich floor structure without support column | |
| CN100427708C (en) | Energy saving composite self heat insulation wall for building | |
| CN110130554B (en) | Floor panel structure integrating sound insulation plate frame and production method | |
| CN112177194A (en) | Prefabricated building 3D reinforcing bar net rack sandwich composite light wall board | |
| CN114687459B (en) | Assembled composite wallboard and floor self-tapping screw assembly and post-pouring belt assembly connection structure and construction method | |
| CN107975144A (en) | A kind of assembled industrialization house | |
| CN217480420U (en) | Assembly type composite wallboard and floor slab self-tapping nail cluster and post-cast strip combined connection structure | |
| CN216973753U (en) | Assembly type ecological inner wall and floor slab self-tapping nail cluster and post-cast strip combined connection structure | |
| CN203160489U (en) | Cold-formed thin-wall lattice-type steel-concrete composite heat-insulation floor slab | |
| CN201794194U (en) | Composite honeycomb floor and roof structure | |
| CN111088858B (en) | Prefabricated gable capable of being recycled and connection structure thereof | |
| CN107299712A (en) | Light steel integrated assembled type roof system |
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 | ||
| CP02 | Change in the address of a patent holder |
Address after: 212000 No.18, Taiping Village, high tech Zone, Zhenjiang City, Jiangsu Province Patentee after: Wang Zefei Address before: 550001 100C, 100D, 10th floor, Ginza building, 42 Zhongshan East Road, Guiyang City, Guizhou Province Patentee before: Wang Zefei |
|
| CP02 | Change in the address of a patent holder | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20211112 Address after: 100000 207-010, floor 2, building 5, yard 1, Shangdi East Road, Haidian District, Beijing Patentee after: Jueshiwu Ecological Technology Co.,Ltd. Address before: 212000 No. 18, Taiping Village, high tech Zone, Zhenjiang City, Jiangsu Province Patentee before: Wang zefei |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120801 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |