CN202755513U - Filling element used for concrete floor system - Google Patents
Filling element used for concrete floor system Download PDFInfo
- Publication number
- CN202755513U CN202755513U CN 201220476818 CN201220476818U CN202755513U CN 202755513 U CN202755513 U CN 202755513U CN 201220476818 CN201220476818 CN 201220476818 CN 201220476818 U CN201220476818 U CN 201220476818U CN 202755513 U CN202755513 U CN 202755513U
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- CN
- China
- Prior art keywords
- seat board
- hard seat
- floor system
- prefabricated hard
- concrete 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
- 239000004567 concrete Substances 0.000 title claims abstract description 39
- 238000004873 anchoring Methods 0.000 claims abstract description 31
- 238000003466 welding Methods 0.000 claims abstract description 5
- 210000002706 plastid Anatomy 0.000 claims description 52
- 102000045246 noggin Human genes 0.000 claims description 35
- 108700007229 noggin Proteins 0.000 claims description 35
- 230000003014 reinforcing effect Effects 0.000 claims description 28
- 239000004033 plastic Substances 0.000 claims description 12
- 229920003023 plastic Polymers 0.000 claims description 12
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 4
- 239000004677 Nylon Substances 0.000 claims description 4
- 239000004744 fabric Substances 0.000 claims description 4
- 229920001778 nylon Polymers 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000011381 foam concrete Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 229920000742 Cotton Polymers 0.000 claims description 2
- -1 durafiber Substances 0.000 claims description 2
- 239000000835 fiber Substances 0.000 claims description 2
- 239000003365 glass fiber Substances 0.000 claims description 2
- 229910052742 iron Inorganic materials 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 210000003205 muscle Anatomy 0.000 claims description 2
- 239000005060 rubber Substances 0.000 claims description 2
- 239000010902 straw Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 9
- 238000007667 floating Methods 0.000 abstract description 7
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 238000009413 insulation Methods 0.000 abstract description 2
- 238000005266 casting Methods 0.000 abstract 1
- 238000004134 energy conservation Methods 0.000 abstract 1
- 239000012774 insulation material Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 10
- 238000005516 engineering process Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 6
- 239000012530 fluid Substances 0.000 description 5
- 238000009434 installation Methods 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000011031 large-scale manufacturing process Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000011534 incubation Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 229920006389 polyphenyl polymer Polymers 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
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Abstract
A filling element used for a concrete floor system comprises a pre-cast hard seat board and a light body combined on the pre-cast hard seat board. The combining way between the pre-cast hard seat board and the light body includes at least one of the ways of bonding, welding, anchoring, biting, bundling or pouring. According to the light filling element used for the floor system, the requirements of the longspan and large-load floor system on a filling body can be met, using amount of the concrete can be furthest reduced, the problem of upward floating and drifting of the filling element in the casting process of the floor system can be effectively solved, large-scale machinery production can be easily achieved, and transportation and installment are convenient. Besides, thermal insulation materials can be chosen to be served as materials of the light body, thermal insulation performance of the floor system can be obviously improved, and energy conservation and environment protection performance of a building can be greatly enhanced.
Description
Technical field
The utility model belongs to the building structure technology field, and what be applicable to industry and civilian construction has beam, a girderless floor, and it is the noggin piece that uses in the floor of one-shot forming pouring concrete.
Background technology
Along with rapid development of economy, urbanization process is constantly accelerated, and population is assembled rapidly to the city, and urban architecture is not more and more satisfied people to the demand in space, and urban architecture is just making great efforts to expand towards many, high-rise.The many revolutionary breakthroughs of Building technology have also been facilitated in the quickening of urban construction, and the hollow building cover technology of one of them is noticeable with its unique advantage.
The hollow building cover technology comes from the pre-stressed concrete hollow precast plate in 1960-1970 age, adopt afterwards bury underground the hollow circular-tube core again the method for fluid concrete become the second generation product of hollow building cover, develop at last present stage and bury again cast-in-place third generation technology of hollow box body underground, the patent No. of working in coordination with application such as me is ZL200420103010.X, name is called the patent of " a kind of dark close rib plateless superstructure Cavity structural member ", the remarkable advantage of third generation product then is embodied in and can satisfies building to the requirement of the large load of large span, reduced to greatest extent the concrete consumption, water resistance and anti-seismic performance are good, and this has also obtained confirmation in practice.Yet the manufacture craft more complicated of this Cavity structural member is difficult to mechanical mass production, and transportation and installation are also difficult.Honeycomb core filling member and the polyphenyl obturator of hollow building cover have appearred being applied in the market, although have advantages of light weight and convenient transportation, but be difficult to solve the problem of obturator floating in the superstructure disturbing concrete process during construction, construction quality be can not be guaranteed.Comprehensive improvement noggin piece of the prior art makes it to be applied to better hollow building cover for being badly in need of.
Summary of the invention
The purpose of this utility model provides a kind of light weight, anti-floating, is easy to the concrete floor system noggin piece of large-scale production and installation.
The purpose of this utility model is by following technical solution and realizes: described concrete floor system noggin piece comprises prefabricated hard seat board and is combined in light plastid on the prefabricated hard seat board.Noggin piece has structurally adopted the mode of weight combination, the obturator that consists of like this, and total quality is lighter, and is easy to large-scale production and installation; The member integrated volume is large, has at utmost reduced the concrete amount of superstructure; The seat board of use hard makes the decentralization of member, and the light filling body is combined on the bed plate of hard, guarantees that superstructure member when disturbing concrete is not floating, mobile, guarantees construction quality.
Described concrete floor system is with in the noggin piece, that the combination between described prefabricated hard seat board and the light plastid comprises is bonding, welding, anchoring, interlock, tie up or pouring type at least a.Different combinations is decided on factors such as field condition and construction costs for different production technologies and construction technology.
Described concrete floor system is provided with at least one anchoring piece with in the noggin piece on the described prefabricated hard seat board, and described anchoring piece one end is anchored in the prefabricated hard seat board, and the other end exposes; Or be provided with bent or dismountable beam device on the exposed junction of described anchoring piece; Or described anchoring piece is at least a in screw rod, reinforcing bar, shaped steel, the plastics.Bent or the dismountable beam device that arranges on the exposed junction of anchoring piece can be better fixing light plastid, in case its floating or drift; The employing anchoring piece connects, and makes member in conjunction with firmly, assemble more flexibly, also is easy to mechanical mass production and on-the-spot installation.
Described concrete floor system is provided with reinforcing rib with in the noggin piece in described prefabricated hard seat board or the described light plastid; Or described reinforcing rib runs through prefabricated hard seat board and light plastid setting; Or described reinforcing rib stretches out prefabricated hard seat board or the outer segment length of light plastid.But the physical property of reinforcing rib reinforcement is set; Reinforcing rib runs through prefabricated hard seat board and light plastid setting, can make member in conjunction with more firm, and globality is better; Reinforcing rib stretches out outside prefabricated hard seat board or the light plastid, but the switching performance of reinforcement in floor maybe can adopt such as the modes such as cast and floor to be integrated, maybe can participate in the load of floor.
Described concrete floor system is with in the noggin piece, and described reinforcing rib is one or more in reinforcing bar, gauze wire cloth, glass fiber mesh, fiber bundle, cloth, durafiber, nylon wire, nylon bundle, paper muscle, straw or the cotton stalk.The reinforcing rib material choose then with conveniently draw materials, produce, construction and the factor such as building performance requires, construction costs and decide.
Described concrete floor system is with in the noggin piece, and described light plastid is one or more compositions in foamed plastics, honeycomb plastics, foam concrete, rubber pneumatic bag, plastic gas bag, wooden empty van, plastic box, the iron sheet casing.Different materials has different physical and chemical performances, and the characteristic that is combined into member also can be different, how to choose then conveniently to draw materials and the factors such as Building Design requirement, construction costs are determined.If building has requirement to the incubation and thermal insulation function of superstructure, then can select the reasonable material such as the thermal and insulating performance such as foamed plastics, foam concrete as the light plastid material.
Described concrete floor system is with in the noggin piece, and when described prefabricated hard seat board and light plastid adopted and pour into a mould combination, light plastid was provided with at least one cast duct that penetrates into prefabricated hard seat board.The cast duct is set two kinds of operational modes is arranged: if when producing noggin piece to cast duct fluid concrete or other coagulability material, then be between prefabricated hard seat board and light plastid, to rise to connect into mass action, and watering when smashing superstructure, to cast duct fluid concrete, the part after solidifying can also play with flooring and connect and the load effect.
Described concrete floor system is with in the noggin piece, and at least one is poured into a mould in duct at least one anchoring piece should be arranged.The corresponding anchoring piece setting in cast duct, after cast, member is firmer like this, and force-bearing property is better.
Compared with prior art, the beneficial effects of the utility model are: the noggin piece quality of making is light, can satisfy the large load superstructure of large span to the requirement of obturator, can reduce to greatest extent concrete amount; Can effectively solve noggin piece and water the problem that floating is drifted about in the process of smashing at superstructure; Be easy to the scale machinery production, convenient transportation and installation; Select heat preserving and insulating material as the light plastid material, the thermal and insulating performance of superstructure is obviously improved, greatly strengthen the energy-conserving and environment-protective performance of building.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment 1.
Fig. 2 is the structural representation of the utility model embodiment 2.
Fig. 3 is the structural representation of the utility model embodiment 3.
Fig. 4 is the structural representation of the utility model embodiment 4.
Fig. 5 is the structural representation of the utility model embodiment 5.
Fig. 6 is the structural representation of the utility model embodiment 6.
Fig. 7 is the structural representation of the utility model embodiment 7.
Fig. 8 is the structural representation of the utility model embodiment 8.
Fig. 9 is the structural representation of the utility model embodiment 9.
Figure 10 is the structural representation of the utility model embodiment 10.
Figure 11 is the structural representation of the utility model embodiment 11.
Figure 12 is the structural representation of the utility model embodiment 12.
Among the figure: the prefabricated hard seat board of 1-, the 2-light plastid, the 3-anchoring piece, the 4-beam device, the 5-reinforcing rib, 6-pours into a mould the duct.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further specified: in each accompanying drawing, number identically, its explanation is identical.1 is prefabricated hard seat board among the figure, and 2 is light plastid, and 3 is anchoring piece, and 4 is beam device, and 5 is reinforcing rib, and 6 are the cast duct.
Concrete floor system noggin piece as shown in Figure 1 comprises prefabricated hard seat board 1 and is combined in light plastid 2 on the prefabricated hard seat board 1.Fig. 1 embodiment 1 is basic structure of the present utility model, and light plastid 2 is combined on the prefabricated hard seat board 1, the whole noggin piece that forms.
Concrete floor system noggin piece shown in Fig. 2,3,4, it is characterized in that combination between described prefabricated hard seat board 1 and the light plastid 2 comprise bonding, welding, anchoring, interlock, tie up or pouring type at least a.Among Fig. 2 embodiment 2, adopt welding manner to be connected between prefabricated hard seat board 1 and the light plastid 2; Among Fig. 3 embodiment 3, adopt the interlock mode to be connected between prefabricated hard seat board 1 and the light plastid 2: the coattail strip that projection evenly is set on the prefabricated hard seat board 1, and corresponding supportingly in the bottom of light plastid 2 be provided with recessed dovetail groove, adopt again the sliding mode of inserting that prefabricated hard seat board 1 is integrated with light plastid 2; Among Fig. 4 embodiment 4, light plastid 2 adopts the mode of tying up to be connected on the prefabricated hard seat board 1.Different connected modes respectively has pluses and minuses, can select flexibly in the implementation.
Concrete floor system noggin piece shown in Fig. 5,6,7 is characterized in that being provided with at least one anchoring piece 3 on the described prefabricated hard seat board 1, and described anchoring piece 3 one ends are anchored in the prefabricated hard seat board 1, and the other end exposes; Or be provided with bent or dismountable beam device 4 on the exposed junction of described anchoring piece 3; Or described anchoring piece 3 is at least a in screw rod, reinforcing bar, shaped steel, the plastics.
Among Fig. 5 embodiment 5, be provided with four anchoring pieces 3 on the prefabricated hard seat board 1, anchoring piece 3 one ends are anchored in the prefabricated hard seat board 1, and the other end passes out respectively four through holes on light plastid 2 from bottom to top, and expose to the top of light plastid 2.Embodiment 5 can be used for laying reinforcing bar above the noggin piece or wire gauze waters the situation of smashing into superstructure again: colligation can be carried out with reinforcing bar or the wire gauze laid in anchoring piece 3 terminations of exposing light plastid 2 tops, water like this in the process of smashing, noggin piece can not float and swing, and anchoring piece 3 also can participate in the superstructure load in building the superstructure of moulding.
Among Fig. 6 embodiment 6, the upper end of anchoring piece 3 is passed the through hole that is located at 2 li of light plastids from bottom to top, stretches out the end face of light plastid 2, and the termination of exposing is fixed on light plastid 2 on the prefabricated hard seat board 1 to a lateral buckling accumbency.
Among Fig. 7 embodiment 7, the upper end of anchoring piece 3 is passed the through hole that is located at 2 li of light plastids from bottom to top, stretch out the end face of light plastid 2, the dismountable cruciform girder device 4 that is threaded again, screwing cruciform girder device 4 can be fastened on light plastid 2 on the prefabricated hard seat board 1.
Concrete floor system noggin piece shown in Fig. 8,9,10 is characterized in that being provided with reinforcing rib 5 in described prefabricated hard seat board 1 or the described light plastid 2; Or described reinforcing rib 5 runs through prefabricated hard seat board 1 and light plastid 2 arranges; Or described reinforcing rib 5 stretches out prefabricated hard seat board 1 or light plastid 2 outer segment length.Among Fig. 8 embodiment 8, all be provided with reinforcing rib 5 in prefabricated hard seat board 1 and the light plastid 2; Among Fig. 9 embodiment 9, reinforcing rib 5 runs through prefabricated hard seat board 1 and light plastid 2 arranges, and compares embodiment 8, and this mode makes member more solid firmly, but has increased cost; Among Figure 10 embodiment 10, all be provided with reinforcing rib 5 in prefabricated hard seat board 1 and the light plastid 2, reinforcing rib 5 stretches out prefabricated hard seat board 1 and light plastid 2 outer segment length simultaneously.The reinforcing rib 5 that setting exposes can in the disturbing concrete process, can further be strengthened the anti-floating power of noggin piece like this with close girt strip or the Vierendeel girder colligation of superstructure, has also increased load force and the hanging force of building rear superstructure.
Concrete floor system noggin piece as shown in figure 11, when it is characterized in that described prefabricated hard seat board 1 adopts the cast combination with light plastid 2, light plastid 2 is provided with at least one cast duct 6 that penetrates into prefabricated hard seat board 1.Among Figure 11 embodiment 11, light plastid 2 is provided with four cast ducts 6 that penetrate into prefabricated hard seat board 1, directly to cast duct 6 fluid concretes, is that prefabricated hard seat board 1 and light plastid 2 are connected into integral body when producing noggin piece; If watering when smashing superstructure, to cast duct 6 fluid concretes, the part after solidifying can participate in the load system of superstructure.
Concrete floor system noggin piece shown in Fig. 12 is characterized in that at least one cast duct 6 is interior at least one anchoring piece 3 should be arranged.Figure 12 embodiment 12 and embodiment 11 effects are identical, and the setting of cast duct 6 corresponding anchoring pieces 3, make embodiment 12 than embodiment 11 after cast, member is firmer, force-bearing property is also better.
The embodiment that more than enumerates is used for telling about, and is not enumerated example in the implementation and limits.
Claims (8)
1. concrete floor system noggin piece comprises prefabricated hard seat board (1) and is combined in light plastid (2) on the prefabricated hard seat board (1).
2. concrete floor system noggin piece according to claim 1, it is characterized in that combination between described prefabricated hard seat board (1) and the light plastid (2) comprise bonding, welding, anchoring, interlock, tie up or pouring type at least a.
3. concrete floor system noggin piece according to claim 1, it is characterized in that being provided with on the described prefabricated hard seat board (1) at least one anchoring piece (3), described anchoring piece (3) one ends are anchored in the prefabricated hard seat board (1), and the other end exposes; Or be provided with bent or dismountable beam device (4) on the exposed junction of described anchoring piece (3); Or described anchoring piece (3) is at least a in screw rod, reinforcing bar, shaped steel, the plastics.
4. concrete floor system noggin piece according to claim 1 is characterized in that being provided with reinforcing rib (5) in described prefabricated hard seat board (1) or the described light plastid (2); Or described reinforcing rib (5) runs through prefabricated hard seat board (1) and light plastid (2) arranges; Or described reinforcing rib (5) stretches out prefabricated hard seat board (1) or the outer segment length of light plastid (2).
5. concrete floor system noggin piece according to claim 4 is characterized in that described reinforcing rib (5) is one or more in reinforcing bar, gauze wire cloth, glass fiber mesh, fiber bundle, cloth, durafiber, nylon wire, nylon bundle, paper muscle, straw or the cotton stalk.
6. concrete floor system noggin piece according to claim 1 is characterized in that described light plastid (2) is one or more compositions in foamed plastics, honeycomb plastics, foam concrete, rubber pneumatic bag, plastic gas bag, wooden empty van, plastic box, the iron sheet casing.
According to claim 1 with 2 described concrete floor system noggin pieces, when it is characterized in that described prefabricated hard seat board (1) and light plastid (2) adopt the cast combination, light plastid (2) is provided with at least one cast duct (6) that penetrates into prefabricated hard seat board (1).
According to claim 7 with 3 described concrete floor system noggin pieces, it is characterized in that at least one cast duct (6) at least one anchoring piece (3) should be arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220476818 CN202755513U (en) | 2012-09-17 | 2012-09-17 | Filling element used for concrete floor system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220476818 CN202755513U (en) | 2012-09-17 | 2012-09-17 | Filling element used for concrete floor system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202755513U true CN202755513U (en) | 2013-02-27 |
Family
ID=47734702
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220476818 Expired - Fee Related CN202755513U (en) | 2012-09-17 | 2012-09-17 | Filling element used for concrete floor system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202755513U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102828571A (en) * | 2012-09-17 | 2012-12-19 | 傅礼铭 | Filling member for concrete floor |
-
2012
- 2012-09-17 CN CN 201220476818 patent/CN202755513U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102828571A (en) * | 2012-09-17 | 2012-12-19 | 傅礼铭 | Filling member for concrete floor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: HUBEI SYNTHETIC SPACE BUILDING TECHNOLOGY CO., LTD Free format text: FORMER OWNER: FU LIMING Effective date: 20140113 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 430079 WUHAN, HUBEI PROVINCE TO: 430074 WUHAN, HUBEI PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20140113 Address after: 430074 Hubei city of Wuhan province East Lake Development Zone Luoyu road B Optics Valley International Plaza, No. 889 room 2401 Patentee after: Hubei Synthetic Space Building Technology Co., Ltd. Address before: 430079 Hubei Province, Wuhan city Hongshan District Zhuodaoquan Road, No. 4 provincial forest Exploration Institute Patentee before: Fu Liming |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 430074 Hubei city of Wuhan province East Lake Development Zone Luoyu road B Optics Valley International Plaza, No. 889 room 2401 Patentee after: Great achievement space, Hubei Science and Technology Co., Ltd. Address before: 430074 Hubei city of Wuhan province East Lake Development Zone Luoyu road B Optics Valley International Plaza, No. 889 room 2401 Patentee before: Hubei Synthetic Space Building Technology Co., Ltd. |
|
| 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: 20130227 Termination date: 20190917 |