CN2791160Y - Building-board building form-net without dismounting - Google Patents
Building-board building form-net without dismounting Download PDFInfo
- Publication number
- CN2791160Y CN2791160Y CN 200520015712 CN200520015712U CN2791160Y CN 2791160 Y CN2791160 Y CN 2791160Y CN 200520015712 CN200520015712 CN 200520015712 CN 200520015712 U CN200520015712 U CN 200520015712U CN 2791160 Y CN2791160 Y CN 2791160Y
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- CN
- China
- Prior art keywords
- keel
- floor
- dismounting
- lay wire
- straight muscle
- 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
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Abstract
The utility model discloses a floor building template without dismounting, which is used for pouring concrete floor, which comprises a steel plate net, a keel fixedly connected to the steel plate net, and a straight rib crossly connected to the keel, wherein the straight rib is vertical to the lateral wing surface of the keel. Two lateral wings of the keel are provided with reinforcing ribs of which the ends are provided with bent hooks; the floor building template without dismounting is a netted template without dismounting which has characteristics of filtering permeability and permanence; the utility model has high rigidity, high bending strength and small deformation, and can defend against the loading of the fresh concrete, and the floor building template without dismounting is used for improving the smoothness of the poured concrete floor and prevent the cracks of the floor.
Description
Technical field
The utility model relates to the mesh template in a kind of DIPY construction formwork mesh technology, the floor architectural lay wire of especially a kind of saturating property of filter that is used to prepare concrete floor, permanent, free removal.
Background technology
In the floor architectural lay wire that uses at present, comprise expanded metal lath and the keel of fixedlying connected with it, when carrying out floorslab concrete pouring, because the keel anti-bending strength deficiency of lay wire, and manual operation tramples on expanded metal lath, causes the lay wire distortion, make that the floor planeness after being shaped is bad, concrete cracking needs to be equipped with a plurality of bracing frames when mounted, and therefore the improvement to the floor architectural lay wire is necessary.
The utility model content
The technical problems to be solved in the utility model is to overcome the deficiencies in the prior art, and a kind of improved free removal floor architectural lay wire is provided, and makes it to improve the planeness that it is used for institute's fluid concrete floor.
For solving the problems of the technologies described above, the utility model adopts the basic design of technical scheme to be: a kind of free removal floor architectural lay wire, comprise expanded metal lath and fixedly connected in the above keel, it is characterized in that it also comprises the straight muscle of cross-under on keel, this straight muscle is perpendicular to the keel flank face.
Described keel are to constitute ∪ font cross section by hot-dip galvanizing sheet steel through clod wash, and its two flank is provided with the ribs to convex, and the top of its two flank is provided with inside curved hook.
Two flanks of described keel are provided with the corresponding through hole of diameter with straight muscle.
Described expanded metal lath and keel be fixedly connected as mechanical rivet clasp syndeton.
The two ends of described straight muscle are provided with the crotch that prevents that straight muscle from coming off.
After adopting technique scheme, owing to be provided with ribs on two flanks of the keel ∪ font section of the anti-architectural lay wire of the utility model free removal, and be provided with curved hook in the end, obviously improved the flexural strength of keel.More since on the flank of keel cross-under straight muscle, the rigidity that makes whole floor architectural lay wire resist fresh concrete load and other artificial external force improves greatly, thereby the deficiencies in the prior art have been overcome, improve it and be used for the planeness of institute's fluid concrete floor, prevented concrete cracking simultaneously, also reduced required bracing frame has been installed, reduced on-the-spot coagulation quantity of reinforcement.When the fluid concrete floor, its straight muscle will be wrapped up by concrete, also reach requirement for anticorrosion.
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described in further detail.
Description of drawings
Fig. 1 is the structural representation of the utility model free removal floor architectural lay wire;
Fig. 2 is the cross-sectional configuration schematic diagram of label 2 keel among Fig. 1.
The specific embodiment
As shown in Figure 1, the structure that the utility model is used for the free removal floor architectural lay wire of fluid concrete floor comprises expanded metal lath 1 and fixedly connected in the above keel 2, present embodiment adopts mechanical rivet clasp syndeton, also cross-under has straight muscle 3 on keel, and this straight muscle 3 is perpendicular to the flank face of keel 2.As shown in Figure 2, described keel 2 are to constitute ∪ font cross section by hot-dip galvanizing sheet steel through clod wash, its two flank is provided with the ribs 4 to convex, and the top of its two flank is provided with inside curved hook 5, and two flanks of described keel are provided with the corresponding through hole 6 of diameter with straight muscle 3.The two ends of described straight muscle 3 are provided with the crotch 7 that prevents that straight muscle 3 from coming off.
During the fluid concrete floor, the utility model free removal floor architectural lay wire is transported to the building site, after the construction of building foundation, this architectural lay wire is installed, behind designing requirement assembling reinforcement reservation pipeline, just pourable concrete curing.Behind the fluid concrete, this architectural lay wire is no longer removed.
Claims (5)
1. free removal floor architectural lay wire comprises expanded metal lath and fixedly connected in the above keel, it is characterized in that it also comprises the straight muscle of cross-under on keel, and this straight muscle is perpendicular to the keel flank face.
2. a kind of free removal floor architectural lay wire according to claim 1, it is characterized in that: described keel are to constitute ∪ font cross section by hot-dip galvanizing sheet steel through clod wash, its two flank is provided with the ribs to convex, and the top of its two flank is provided with inside curved hook.
3. a kind of free removal floor architectural lay wire according to claim 1 is characterized in that: two flanks of described keel are provided with the corresponding through hole of diameter with straight muscle.
4. a kind of free removal floor architectural lay wire according to claim 1 is characterized in that: described expanded metal lath and keel be fixedly connected as mechanical rivet clasp syndeton.
5. a kind of free removal floor architectural lay wire according to claim 1, it is characterized in that: the two ends of described straight muscle are provided with the crotch that prevents that straight muscle from coming off.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200520015712 CN2791160Y (en) | 2005-04-26 | 2005-04-26 | Building-board building form-net without dismounting |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200520015712 CN2791160Y (en) | 2005-04-26 | 2005-04-26 | Building-board building form-net without dismounting |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2791160Y true CN2791160Y (en) | 2006-06-28 |
Family
ID=36807234
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 200520015712 Expired - Fee Related CN2791160Y (en) | 2005-04-26 | 2005-04-26 | Building-board building form-net without dismounting |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN2791160Y (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102383589A (en) * | 2011-09-09 | 2012-03-21 | 中铁十八局集团第四工程有限公司 | Concrete crack-resistant grid template and production method thereof |
CN109518859A (en) * | 2018-11-29 | 2019-03-26 | 广西英飞信息科技有限公司 | Form cage installs reinforcing rib structure |
CN109826435A (en) * | 2019-01-18 | 2019-05-31 | 中泰华安建设集团有限公司 | A kind of high-flatness reinforced concrete floor construction method |
-
2005
- 2005-04-26 CN CN 200520015712 patent/CN2791160Y/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102383589A (en) * | 2011-09-09 | 2012-03-21 | 中铁十八局集团第四工程有限公司 | Concrete crack-resistant grid template and production method thereof |
CN109518859A (en) * | 2018-11-29 | 2019-03-26 | 广西英飞信息科技有限公司 | Form cage installs reinforcing rib structure |
CN109826435A (en) * | 2019-01-18 | 2019-05-31 | 中泰华安建设集团有限公司 | A kind of high-flatness reinforced concrete floor construction method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |