CN204676880U - A kind of super thick wall form ruggedized construction - Google Patents
A kind of super thick wall form ruggedized construction Download PDFInfo
- Publication number
- CN204676880U CN204676880U CN201520181100.9U CN201520181100U CN204676880U CN 204676880 U CN204676880 U CN 204676880U CN 201520181100 U CN201520181100 U CN 201520181100U CN 204676880 U CN204676880 U CN 204676880U
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- flitch
- template
- upside
- steel bar
- roof steel
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Abstract
A kind of super thick wall form ruggedized construction, at least comprises reinforcing bar fixed support, roof steel bar, topping cushion block, template, flitch, cripple and wall-panels supports frame; Described wall-panels supports frame is arranged on overall bottom; Described flitch is arranged on the upside of wall-panels supports frame; Described template-setup is in the upside of flitch, and template and flitch are mutually vertical; Described topping cushion block is arranged on the upside of template; Described cripple is arranged on overall middle part; Described roof steel bar is arranged on the upside of topping cushion block, and by iron nail compact siro spinning technology; Described reinforcing bar fixed support is vertically welded in roof steel bar; This super thick wall form ruggedized construction is simple, connects closely, leakage radiation when preventing linear accelerator to work, reach radiation-resistant regulation, ensure that mould bases bearing capacity and stiffness controls, achieve good mixed economy and social benefit, ensure that construction quality, be easy to promote the use of.
Description
Technical field
The utility model relates to wall form ruggedized construction applied technical field, especially a kind of super thick wall form ruggedized construction.
Background technology
Along with the development of China's medical industry, big-and-middle-sized building constantly increases input and scientific and technical innovation, in newly-built or extention project, add the ancillary facilities such as linear accelerator machinery room, leakage radiation when working for preventing linear accelerator, reach radiation-resistant regulation, linear accelerator machinery room reinforced concrete wall panel, top board all add heavy thickness, its wallboard thickness is more and more thicker, and be combined to form a relatively little space, therefore, for the problems referred to above, we propose a kind of super thick wall form ruggedized construction.
Utility model content
Prior art can not meet the needs of people, for making up prior art deficiency, it is simple that the utility model aims to provide a kind of structure, connect closely, leakage radiation when preventing linear accelerator to work, reaches radiation-resistant regulation, ensure that mould bases bearing capacity and stiffness controls, achieve good mixed economy and social benefit, ensure that the super thick wall form ruggedized construction of construction quality.
For achieving the above object, the utility model by the following technical solutions: a kind of super thick wall form ruggedized construction, at least comprises reinforcing bar fixed support, roof steel bar, topping cushion block, template, flitch, cripple and wall-panels supports frame; Described wall-panels supports frame is arranged on overall bottom; Described flitch is arranged on the upside of wall-panels supports frame; Described template-setup is in the upside of flitch, and template and flitch are mutually vertical; Described topping cushion block is arranged on the upside of template; Described cripple is arranged on overall middle part; Described roof steel bar is arranged on the upside of topping cushion block, and by iron nail compact siro spinning technology; Described reinforcing bar fixed support is vertically welded in roof steel bar.
Further, described reinforcing bar fixed support and roof steel bar are mesh shape, and reinforcing bar fixed support is rectangle structure.
Further, described roof steel bar is supported by reinforcing bar fixed support, and is reinforced by flitch bottom roof steel bar.
Compared with prior art, the beneficial effects of the utility model are: described template all uses thick waterproof glue shuttering, that overall structure is stablized, alleviate the lateral pressure of concrete to template, the bearing capacity and stiffness that top board bed die and lower support system thereof require is all very high, described roof steel bar is arranged in wall, and be provided with sleeper in wall, dark beam, Vertical bar connection adopts electroslag pressure welding, joint location is on sole plate face, and compartment staggers, the position that ensure that reinforcing bar accurately and protective layer thickness, first should pour into a small amount of de-stone concrete bottom described template employing concreting front wallboard to carry out connecing slurry, the concrete of wallboard must placement layer by layer be control distress in concrete to guarantee that levels concrete is combined into entirety, guarantee that concreting is without honeycomb, pitted skin, the phenomenon such as rotten, ensure that R.C. wall board has enough settling amounts, avoid the generation in crack between wallboard and concrete roof.
Accompanying drawing explanation
Fig. 1 is the utility model overall structure schematic diagram;
Fig. 2 is the utility model anatomical connectivity schematic diagram;
Wherein: 1, reinforcing bar fixed support, 2, roof steel bar, 3, topping cushion block, 4, template, 5, flitch, 6, cripple, 7, wall-panels supports frame.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making other embodiments all obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1 ~ 2, in the utility model embodiment, a kind of super thick wall form ruggedized construction, at least comprises reinforcing bar fixed support 1, roof steel bar 2, topping cushion block 3, template 4, flitch 5, cripple 6 and wall-panels supports frame 7; Described wall-panels supports frame 7 is arranged on overall bottom; Described flitch 5 is arranged on the upside of wall-panels supports frame 7; Described template 4 is arranged on the upside of flitch 5, and template 4 is mutually vertical with flitch 5; Described topping cushion block 3 is arranged on the upside of template 4; Described cripple 6 is arranged on overall middle part; Described roof steel bar 2 is arranged on the upside of topping cushion block 3, and by iron nail compact siro spinning technology; Described reinforcing bar fixed support 1 is vertically welded in roof steel bar 2.
As optimisation technique scheme of the present utility model: described reinforcing bar fixed support 1 and roof steel bar 3 are in mesh shape, and reinforcing bar fixed support 1 is rectangle structure; Described roof steel bar 2 is supported by reinforcing bar fixed support 1, and is reinforced by flitch 5 bottom roof steel bar 3.
Principle is built: snap the line and reinforcing steel bars of wallboards colligation as of the present utility model, the installation etc. of formwall and fixture, wallboard concealment acceptance, the installation of wall-panels supports frame and template thereof, the installation of top board mould bracing frame, roof plate template is installed, the installation of roof steel bar colligation and fixture thereof, the installation etc. of wallboard and fixing part for beam formwork, electronic temperature probe is installed, top board concealment acceptance, wallboard, concrete roof is built, concrete heat storing and heat preserving and maintenance, temperature monitor and control, remove conserving material form removal, concrete surface parcel plastic sheeting, remove plastic sheeting, check concrete presentation quality and make a record.
To those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, can realize the utility model in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.Any Reference numeral in claim should be considered as the claim involved by limiting.
The above; be only preferred embodiment of the present utility model; not in order to limit the utility model, every above embodiment is done according to technical spirit of the present utility model any trickle amendment, equivalently replace and improve, within the protection domain that all should be included in technical solutions of the utility model.
Claims (3)
1. a super thick wall form ruggedized construction, at least comprises reinforcing bar fixed support (1), roof steel bar (2), topping cushion block (3), template (4), flitch (5), cripple (6) and wall-panels supports frame (7); It is characterized in that: described wall-panels supports frame (7) is arranged on overall bottom; Described flitch (5) is arranged on the upside of wall-panels supports frame (7); Described template (4) is arranged on the upside of flitch (5), and template (4) is mutually vertical with flitch (5); Described topping cushion block (3) is arranged on the upside of template (4); Described cripple (6) is arranged on overall middle part; Described roof steel bar (2) is arranged on the upside of topping cushion block (3), and by iron nail compact siro spinning technology; Described reinforcing bar fixed support (1) is vertically welded in roof steel bar (2).
2. a kind of super thick wall form ruggedized construction according to claim 1, is characterized in that: described reinforcing bar fixed support (1) and roof steel bar (2) are in mesh shape, and reinforcing bar fixed support (1) is rectangle structure.
3. a kind of super thick wall form ruggedized construction according to claim 1, it is characterized in that: described roof steel bar (2) is supported by reinforcing bar fixed support (1), and roof steel bar (2) bottom is reinforced by flitch (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520181100.9U CN204676880U (en) | 2015-03-23 | 2015-03-23 | A kind of super thick wall form ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520181100.9U CN204676880U (en) | 2015-03-23 | 2015-03-23 | A kind of super thick wall form ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204676880U true CN204676880U (en) | 2015-09-30 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520181100.9U Expired - Fee Related CN204676880U (en) | 2015-03-23 | 2015-03-23 | A kind of super thick wall form ruggedized construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204676880U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042569A (en) * | 2019-12-31 | 2020-04-21 | 广东省第一建筑工程有限公司 | Construction method for additionally building linear accelerator machine room in limited space of basement of hospital |
-
2015
- 2015-03-23 CN CN201520181100.9U patent/CN204676880U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042569A (en) * | 2019-12-31 | 2020-04-21 | 广东省第一建筑工程有限公司 | Construction method for additionally building linear accelerator machine room in limited space of basement of hospital |
| CN111042569B (en) * | 2019-12-31 | 2023-10-31 | 广东省第一建筑工程有限公司 | Construction method for additionally building linear accelerator machine room in limited space of hospital basement |
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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: 20150930 Termination date: 20180323 |