CN205242777U - Arch without beam is filled component and is contained its arch without beam structure - Google Patents
Arch without beam is filled component and is contained its arch without beam structure Download PDFInfo
- Publication number
- CN205242777U CN205242777U CN201520937190.XU CN201520937190U CN205242777U CN 205242777 U CN205242777 U CN 205242777U CN 201520937190 U CN201520937190 U CN 201520937190U CN 205242777 U CN205242777 U CN 205242777U
- Authority
- CN
- China
- Prior art keywords
- arch
- reinforcing bar
- noggin piece
- member bodies
- layer
- 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
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to an arch without beam is filled component and is contained its arch without beam structure. The arch without beam is filled the component and is included component body, cement layer and net cloth layer, the shape of component body is the cuboid, the edge of the lower bottom surface of member body is equipped with the chamfer, cement layer and net cloth layer cover from inside to outside in proper order on the component body. The beneficial effects of the utility model are that: reducing by a wide margin when the dead weight of member is packed to the arch without beam, can improve the intensity of component is filled to the arch without beam to satisfy the needs of construction.
Description
Technical field
The utility model belongs to building field, the arch without beam structure that is specifically related to a kind of arch without beam noggin piece and comprises it.
Background technology
Along with improving constantly of socioeconomic development and living standards of the people, house architectural structure is also constantly changing, people are more and more higher to the requirement of large space, large span floor space, so the arch without beam structure technology that increases space is arisen at the historic moment. At first, people have developed the arch without beam taking nine-squares beam structure as representative, but because nine-squares beam structure is not from truly reaching the object without beam, simultaneously, there is the diseconomy on complexity and the material larger than conventional structure in nine-squares beam structure, therefore fail to popularize in an all-round way application in construction. Afterwards, the cavity filling mould taking gypsum as material, the concrete cavity filling mould taking cement as material and the filling of the cavity taking composite fibre as material mould are in succession there is, these three kinds fill moulds and effectively solved the inserts problem that arch without beam needs thicker large panel structures, thus then reached cancel cross beam, hidden girder reaches the effect without beam slab. But the filling mould of these three kinds of materials also degree different there are the following problems:
Cavity taking gypsum as material fills that mould and the concrete cavity mould taking cement as material have that weight is large, cracky and greatly increase the shortcoming of floor deadweight, cavity taking composite fibre as material is filled mould and has been solved the large problem of material weight, but also have that self bearing capacity is poor, cracky and large these three outstanding problems of anti-floating difficulty.
Utility model content
The problems referred to above that exist in order to solve prior art, the arch without beam structure that the utility model provides a kind of arch without beam noggin piece and comprised it. In significantly reducing the deadweight of described arch without beam noggin piece, can improve the intensity of described arch without beam noggin piece, to meet the needs of construction.
The technical scheme that the utility model adopts is: a kind of arch without beam noggin piece, comprise member bodies, cement layer and grid layer of cloth, described member bodies be shaped as cuboid, the edge of the bottom surface of described member bodies is provided with chamfering; Described cement layer and grid layer of cloth cover in described member bodies from inside to outside successively.
Described member bodies adopts light material to make, and when can significantly reducing described arch without beam noggin piece deadweight, cement layer and grid layer of cloth can improve the intensity of described arch without beam noggin piece, to reach the needs of construction. Meanwhile, be provided with chamfering at the edge of the bottom surface of described member bodies, between described chamfering and the end template of described arch without beam noggin piece, form the passage for concrete circulation, be convenient to concrete perfusion.
Certainly,, according to an embodiment of the present utility model, the edge of the upper end face of described structure body is also provided with chamfering, is further convenient to concrete perfusion.
For ease of concrete perfusion, in described member bodies, offer the through hole that runs through end face and bottom surface. Described through hole, as concrete passage, facilitates concrete perfusion. Meanwhile, described through hole also can be used as the concrete window of observation, is convenient to the carrying out of pouring construction.
It should be noted that, when arbitrary length of side of end face on member is in the time that 700mm is above, offer through hole and can greatly facilitate concrete pouring construction.
As a kind of concrete set-up mode, upper end face and the bottom surface of described member bodies are square, and the length of side of described upper end face is 450-800mm; The height of described member bodies is 200-500mm; The angle of described chamfering is 60 ° or 30 °, and the long length of long straight flange of described chamfering is 1-10mm.
As a kind of concrete set-up mode, described member bodies adopts polystyrene material to make, and described member bodies outside is coated with cement layer, grid layer of cloth and cement layer successively. The deadweight that adopts polystyrene material can significantly alleviate described arch without beam noggin piece, meanwhile, adopts the set-up mode of two-layer cement layer therebetween grid cloth, can further improve the intensity of described arch without beam noggin piece.
Select as one, the weight that described polystyrene material is every cubic metre is not less than 5kg.
Further, described grid cloth is polyethylene grid cloth; Cement is 425 cement.
According to an embodiment of the present utility model, the utility model also provides the application of described arch without beam noggin piece in building trade, and described application includes but not limited to the application in arch without beam structure.
The utility model also provides a kind of arch without beam structure that comprises described arch without beam noggin piece, comprise end template, reinforcing bar bottom, reinforcing bar top layer, arch without beam noggin piece, described reinforcing bar bottom and reinforcing bar top layer be arranged in parallel and the middle interlayer that forms, described arch without beam noggin piece evenly tiling is arranged in described interlayer, described arch without beam noggin piece uses anti-floating band to be fixed on a side of described reinforcing bar bottom, and the opposite side of described reinforcing bar bottom is fixedly connected with described end template.
For further ensureing that described anti-floating band is to the fixing steadiness of described arch without beam noggin piece, preferably technical scheme is, the nylon fiber strap that described anti-floating band is inductility.
According to an embodiment of the present utility model, in described reinforcing bar bottom and reinforcing bar top layer, reinforcing bar is right-angled intersection setting, and right-angled intersection place of described reinforcing bar adopts hooked bar to fix.
According to an embodiment of the present utility model, full for guaranteeing the concrete under described reinforcing bar bottom, between the end template under described arch without beam noggin piece and reinforcing bar bottom, be provided with cushion block.
The beneficial effects of the utility model are:
1, the utility model provides a kind of arch without beam noggin piece, adopt polystyrene material as member bodies, described member bodies covers cement layer and grid layer of cloth successively simultaneously, in significantly reducing described arch without beam noggin piece deadweight, cement layer and grid layer of cloth can improve the intensity of described arch without beam noggin piece, to meet the needs of construction.
2, in described member bodies, offer the through hole that runs through end face and bottom surface, described through hole, as concrete passage, facilitates concrete perfusion. Meanwhile, described through hole also can be used as the concrete window of observation, is convenient to the carrying out of pouring construction.
Brief description of the drawings
Fig. 1 is the arch without beam noggin piece structural representation in the utility model;
Fig. 2 is the cross-sectional view of Fig. 1;
Fig. 3 is the arch without beam noggin piece mounting structure cutaway view in the utility model;
Fig. 4 is the arch without beam noggin piece mounting structure top view in the utility model.
In figure: 1, member bodies; 2, cement layer; 3, grid layer of cloth; 4, chamfering; 5, through hole; 6, end template; 7, reinforcing bar; 8, reinforcing bar bottom; 9, anti-floating band; 10, bolt; 11, reinforcing bar top layer; 12, hooked bar; 13, cushion block.
Detailed description of the invention
As depicted in figs. 1 and 2, the utility model provides a kind of arch without beam noggin piece, comprises member bodies 1, cement layer 2 and grid layer of cloth 3, described member bodies 1 be shaped as cuboid, the edge of the bottom surface of described member bodies 1 is provided with chamfering 4; Described cement layer 2 and grid layer of cloth 3 cover in described member bodies 1 from inside to outside successively.
Described member bodies 1 adopts light material to make, and in the present embodiment, described member bodies 1 adopts polystyrene material to make, and the weight of every cubic metre of described polystyrene material is not less than 5.5kg.
When polystyrene material can significantly reduce described arch without beam noggin piece deadweight, cement layer 2 and grid layer of cloth 3 can improve the intensity of described arch without beam noggin piece, to reach the needs of construction. Meanwhile, be provided with chamfering 4 at the edge of the bottom surface of described member bodies 1, between described chamfering 4 and the end template 6 of described arch without beam noggin piece, form the passage for concrete circulation, be convenient to concrete perfusion.
In described member bodies 1, offer the through hole 5 that runs through end face and bottom surface. Described through hole 5, as concrete passage, facilitates concrete perfusion. Meanwhile, described through hole 5 also can be used as the concrete window of observation, is convenient to the carrying out of pouring construction.
For convenience of pavement construction, in the present embodiment, upper end face and the bottom surface of described member bodies 1 are square, and meanwhile, as the size of conveniently mating formation, the length of side of described upper end face is 450-800mm; The height of described member bodies 1 is 200-500mm; The angle of described chamfering is 60 ° or 30 °, and the long length of long straight flange of described chamfering is 1-10mm.
In the present embodiment, described grid cloth is polyethylene grid cloth; Cement is 425 cement. As preferably, the length of side of described upper end face is 500-600mm
As shown in Figure 3 and Figure 4, the present embodiment provides a kind of arch without beam structure that comprises described arch without beam noggin piece, comprise end template 6, reinforcing bar bottom 8, reinforcing bar top layer 11, described arch without beam noggin piece, described reinforcing bar bottom 8 and reinforcing bar top layer 11 be arranged in parallel and the middle interlayer that forms, described arch without beam noggin piece evenly tiling is arranged in described interlayer, described arch without beam noggin piece uses anti-floating band 9 to be fixed on a side of described reinforcing bar bottom 8, and the opposite side of described reinforcing bar bottom is fixedly connected with described end template 6.
The nylon fiber strap that described anti-floating band is inductility; In described reinforcing bar bottom 8 and reinforcing bar top layer 11, reinforcing bar 7 is right-angled intersection setting, and right-angled intersection place of described reinforcing bar 7 adopts hooked bar 12 fixing; Between end template 6 under described arch without beam noggin piece and reinforcing bar bottom 8, be provided with cushion block 13
The present embodiment is the application of described arch without beam noggin piece in building trade, also be the form of construction work of described arch without beam structure, as shown in Figure 3 and Figure 4, in use, first lay one deck reinforcing bar 7 at end template 6, described reinforcing bar 7 adopts the evenly distributed formation reinforcing bar of right-angled intersection bottom 8, evenly places described arch without beam noggin piece on described reinforcing bar bottom 8, described arch without beam noggin piece uses anti-floating band 9 to be fixed, and described anti-floating band 9 adopts bolt 10 to be fixed on described end template 6. After described arch without beam noggin piece has been fixedly installed, on described arch without beam noggin piece, re-lay one deck reinforcing bar 7, described reinforcing bar 7 adopts the evenly distributed formation reinforcing bar of right-angled intersection top layer 11. Described reinforcing bar top layer 11 lay complete after, from reinforcing bar top layer 11 concrete perfusions, concrete flow to the below of described arch without beam noggin piece along the gap between described arch without beam noggin piece and described through hole 5, and along the passage forming between described chamfering 4 and end template 6 for concrete circulation, space, described arch without beam noggin piece below is filled up. Seal described reinforcing bar top layer 11 completely and reach after design thickness at concrete horizontal plane, stopping perfusion.
In general, described reinforcing bar 7 is screw-thread steel, and right-angled intersection place of described reinforcing bar 7 adopts hooked bar 12 fixing; Meanwhile, end template 6 is wood based panel, corresponding, described bolt 10 is carpenter's bolt 10; For ensureing that anti-floating band 9 is to the fixing steadiness of described arch without beam noggin piece, in the present embodiment, described anti-floating band 9 is selected the nylon fiber strap of inductility.
Full for guaranteeing the concrete under reinforcing bar bottom 8, in the present embodiment, between the end template under described arch without beam noggin piece and reinforcing bar bottom 8, be provided with cushion block 13, described cushion block 13 is highly conventionally at 50-100mm.
The utility model is not limited to above-mentioned preferred forms; anyone can draw other various forms of products under enlightenment of the present utility model; no matter but do any variation in its shape or structure; every have identical with a application or akin technical scheme, within all dropping on protection domain of the present utility model.
Claims (9)
1. an arch without beam noggin piece, it is characterized in that, comprise member bodies (1), cement layer (2) and grid layer of cloth (3), described member bodies (1) be shaped as cuboid, the edge of the bottom surface of described member bodies (1) is provided with chamfering (4); Described cement layer (2) and grid layer of cloth (3) cover in described member bodies (1) from inside to outside successively.
2. arch without beam noggin piece according to claim 1, is characterized in that, offers the through hole (5) that runs through end face and bottom surface in described member bodies (1).
3. arch without beam noggin piece according to claim 2, is characterized in that, upper end face and the bottom surface of described member bodies (1) are square, and the length of side of described upper end face is 450-800mm; The height of described member bodies (1) is 200-500mm; The angle of described chamfering (4) is 60 ° or 30 °.
4. arch without beam noggin piece according to claim 3, it is characterized in that, described member bodies (1) adopts polystyrene material to make, and described member bodies (1) outside is coated with cement layer (2), grid layer of cloth (3) and cement layer (2) successively.
5. arch without beam noggin piece according to claim 4, is characterized in that, the weight that described polystyrene material is every cubic metre is not less than 5kg.
6. an arch without beam structure that comprises the arbitrary described arch without beam noggin piece of claim 1-5, it is characterized in that, comprise end template (6), reinforcing bar bottom (8), reinforcing bar top layer (11) and arch without beam noggin piece, described reinforcing bar bottom (8) and reinforcing bar top layer (11) be arranged in parallel and the middle interlayer that forms, described arch without beam noggin piece evenly tiling is arranged in described interlayer, described arch without beam noggin piece uses anti-floating band (9) to be fixed on a side of described reinforcing bar bottom (8), the opposite side of described reinforcing bar bottom (8) is fixedly connected with described end template (6).
7. arch without beam structure according to claim 6, is characterized in that, the nylon fiber strap that described anti-floating band (9) is inductility.
8. arch without beam structure according to claim 6, it is characterized in that, in described reinforcing bar bottom (8) and reinforcing bar top layer (11), reinforcing bar (7) is right-angled intersection setting, and right-angled intersection place of described reinforcing bar (7) adopts hooked bar (12) fixing.
9. arch without beam structure according to claim 6, is characterized in that, between the end template (6) under described arch without beam noggin piece and reinforcing bar bottom (8), is provided with cushion block (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520937190.XU CN205242777U (en) | 2015-11-23 | 2015-11-23 | Arch without beam is filled component and is contained its arch without beam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520937190.XU CN205242777U (en) | 2015-11-23 | 2015-11-23 | Arch without beam is filled component and is contained its arch without beam structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205242777U true CN205242777U (en) | 2016-05-18 |
Family
ID=55941857
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520937190.XU Expired - Fee Related CN205242777U (en) | 2015-11-23 | 2015-11-23 | Arch without beam is filled component and is contained its arch without beam structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205242777U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484404A (en) * | 2015-11-23 | 2016-04-13 | 梁昕霖 | Flat slab filling member, preparation method and application thereof |
-
2015
- 2015-11-23 CN CN201520937190.XU patent/CN205242777U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484404A (en) * | 2015-11-23 | 2016-04-13 | 梁昕霖 | Flat slab filling member, preparation method and application thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103074936A (en) | Low-density AAC (autoclaved aerated concrete) precise-masonry self-thermal insulation system and construction method | |
| CN107178173B (en) | A kind of concrete curtain wall plate being made of cellular board component and production method | |
| CN102433958A (en) | Prefabricated wall board construction member | |
| CN204510650U (en) | A kind of precast splice type stringer type stairway | |
| CN103352537A (en) | Integral load-bearing heat-insulating wall plate and production and construction technology thereof | |
| CN201190339Y (en) | Insulation structure for outer wall of building | |
| CN205242777U (en) | Arch without beam is filled component and is contained its arch without beam structure | |
| CN202000692U (en) | Light toilet unit | |
| CN102535841A (en) | Construction technology of prefabricated wall panel | |
| CN107747378A (en) | The body composite board processing method of Fast Installation heat insulation decorative load-bearing one | |
| CN203440947U (en) | Flexible connecting structure for integration part between reinforced concrete wall and brick wall | |
| CN107130733A (en) | A kind of compound prefabricated panel and preparation method thereof | |
| CN206467792U (en) | A kind of modular architectural embeds floor and beam attachment structure | |
| CN204491969U (en) | Cast-in-situ hollow building roof shearing pier composite core mould | |
| Guo | The application and developmental trend of exterior wall external insulation | |
| CN108360720A (en) | A kind of netted raw bamboo skeleton-lightweight aggregate concrete composite floor | |
| CN105484404A (en) | Flat slab filling member, preparation method and application thereof | |
| CN208858174U (en) | A kind of double-layer brick is laid bricks device | |
| CN207812665U (en) | A kind of cavity board member for beam column combination angle | |
| CN207812740U (en) | One body composite board linear type wall of Fast Installation heat insulation decorative load-bearing | |
| CN206707086U (en) | Truss plate cast-in-situ reinforced concrete hollow superimposed sheet | |
| CN206289833U (en) | A kind of solid light precast body | |
| CN103088949A (en) | Novel light high-strength core mould | |
| CN206299026U (en) | high strength cement composite plate | |
| CN205712826U (en) | A kind of damping precast stair |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160518 Termination date: 20211123 |