CN204282816U - A kind of girder template - Google Patents
A kind of girder template Download PDFInfo
- Publication number
- CN204282816U CN204282816U CN201420698280.3U CN201420698280U CN204282816U CN 204282816 U CN204282816 U CN 204282816U CN 201420698280 U CN201420698280 U CN 201420698280U CN 204282816 U CN204282816 U CN 204282816U
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- CN
- China
- Prior art keywords
- reinforcing bar
- web
- suspension rod
- top flange
- girder
- 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 kind of girder template, comprise girder body, described girder body is by web, reinforcing bar and suspension rod composition, described reinforcing bar is around web week side, flitch is separated with between described web and reinforcing bar, reinforcing bar top flange is provided with above described web, described suspension rod runs through reinforcing bar top flange and reinforcing bar, described suspension rod is respectively by the steel pipe arranged, steel plate and split bolt and reinforcing bar top flange and reinforcing bar are fixed, the fixed point of each suspension rod described and reinforcing bar top flange or reinforcing bar is arranged in pairs or groups two steel pipes, a steel plate and a split bolt, described steel pipe, steel plate and split bolt set gradually from inside to outside, this girder template can solve the problems such as high-altitude long-span steel reinforced concrete crossbeam template construction difficulty is large, construction cost is high, security protection is difficult.
Description
Technical field
The utility model relates to a kind of girder template.
Background technology
Along with the fast development of builing industry, the raising of Building technology, the continuous appearance of increasing superelevation, large building engineering, reinforced concrete composite structure or component are widely used in high-altitude long-span building structure.Namely steel reinforced concrete adds the shaped steel of certain specification at concrete component, form overall structure component with concrete, makes full use of the feature that steel strength is high, improves concrete component intensity, reduces concrete component sectional dimension.But due to this class A of geometric unitA, span larger part is in high-altitude, and component own wt is large.Therefore, when template construction, its support system needs a large amount of circulation materials.Difficulty of construction is large, and construction cost is high, security protection difficulty.For solving the problems such as high-altitude long-span steel reinforced concrete crossbeam template construction difficulty is large, construction cost is high, security protection is difficult, a kind of girder template of ad hoc meter.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of girder template that can solve the problems such as high-altitude long-span steel reinforced concrete crossbeam template construction difficulty is large, construction cost is high, security protection is difficult.
For solving the problem, the utility model adopts following technical scheme:
A kind of girder template, comprise girder body, described girder body is by web, reinforcing bar and suspension rod composition, described reinforcing bar is around web week side, flitch is separated with between described web and reinforcing bar, reinforcing bar top flange is provided with above described web, described suspension rod runs through reinforcing bar top flange and reinforcing bar, described suspension rod is respectively by the steel pipe arranged, steel plate and split bolt and reinforcing bar top flange and reinforcing bar are fixed, the fixed point of each suspension rod described and reinforcing bar top flange or reinforcing bar is arranged in pairs or groups two steel pipes, a steel plate and a split bolt, described steel pipe, steel plate and split bolt set gradually from inside to outside.
As preferably, described web is bamboo plywood.
As preferably, the flitch below described web is provided with four, and the flitch of the described web left and right sides is provided with more than one and spacing between each flitch is less than 220mm.
As preferably, the external diameter of described reinforcing bar and steel pipe is 48mm, wall thickness is 3.5mm.
As preferably, described flitch is of a size of 50 × 100mm.
As preferably, the diameter of described split bolt and suspension rod is 16mm.
The beneficial effects of the utility model are: the difficult point being directed to work high above the ground construction, namely the construction of form work engineering provides new method, by novel template-setup mode, ensure that the safety of the construction carrying out reinforced concrete works after Steel Structure Installation again, also ensure that the mission requirements that the reinforced concrete works being supported on secondary beam in reinforced concrete works and floor completes in high-altitude simultaneously, avoid traditional high frame formwork, but the operating type of " hanging mould " is carried out by suspension rod, by the form bracing system that each are different, transfer the load in girder template, reduce the impact that engineering integral construction is caused.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of a kind of girder template of the utility model.
Fig. 2 is the A portion enlarged drawing of a kind of girder template of the utility model.
Fig. 3 is the B portion enlarged drawing of a kind of girder template of the utility model.
Detailed description of the invention
Consult shown in Fig. 1, a kind of girder template, comprise girder body 1, described girder body 1 is by web 2, reinforcing bar 3 and suspension rod 4 form, described reinforcing bar 3 is around web 2 weeks sides, flitch 5 is separated with between described web 2 and reinforcing bar 3, reinforcing bar top flange 6 is provided with above described web 2, described suspension rod 4 runs through reinforcing bar top flange 6 and reinforcing bar 3, described suspension rod 4 is respectively by the steel pipe 7 arranged, steel plate 8 and split bolt 9 are fixed with reinforcing bar top flange 6 and reinforcing bar 3, the fixed point of described each suspension rod 4 and reinforcing bar top flange 6 or reinforcing bar 3 is arranged in pairs or groups two steel pipes 7, a steel plate 8 and a split bolt 9, described steel pipe 7, steel plate 8 and split bolt 9 set gradually from inside to outside.
Described web 2 is bamboo plywood.
Flitch 5 below described web 2 is provided with four, and the flitch 5 of described web 2 left and right sides is provided with more than one and spacing between each flitch 5 is less than 220mm.
Described reinforcing bar 3 and the external diameter of steel pipe 7 are 48mm, wall thickness is 3.5mm.
Described flitch 5 is of a size of 50 × 100mm.
Described split bolt 9 is 16mm with the diameter of suspension rod 4.
The concrete of GGL2 is built at twice, first time is poured into soffit upwards 20mm place, together build with floorslab concrete with upper part, the load when template of GGL2 and concreting is born by beam Shaped Steel, model sheetinstallat as shown in Figure 1, the suspension rod 4 of diameter 16mm is adopted to be hung on reinforcing bar 3 by web 2, use external diameter is 48mm, wall thickness is that the steel pipe 7 of 3.5mm is as the support bottom web, the flitch 5 of four road 50 × 100mm is set below web 2, the flitch spacing of web 2 left and right sides is less than 220mm, web 2 left and right sides arranges the split bolt 9 that three road diameters are 16mm, split bolt 9 at reinforcing bar 3 position is fixed by the mode of welding node plate on web 2.
The beneficial effects of the utility model are: the difficult point being directed to work high above the ground construction, namely the construction of form work engineering provides new method, by novel template-setup mode, ensure that the safety of the construction carrying out reinforced concrete works after Steel Structure Installation again, also ensure that the mission requirements that the reinforced concrete works being supported on secondary beam in reinforced concrete works and floor completes in high-altitude simultaneously, avoid traditional high frame formwork, but the operating type of " hanging mould " is carried out by suspension rod, by the form bracing system that each are different, transfer the load in girder template, reduce the impact that engineering integral construction is caused.
The above, be only detailed description of the invention of the present utility model, but protection domain of the present utility model is not limited thereto, and any change of expecting without creative work or replacement, all should be encompassed in the new protection domain of this practicality and be as the criterion.
Claims (6)
1. a girder template, it is characterized in that: comprise girder body, described girder body is by web, reinforcing bar and suspension rod composition, described reinforcing bar is around web week side, flitch is separated with between described web and reinforcing bar, reinforcing bar top flange is provided with above described web, described suspension rod runs through reinforcing bar top flange and reinforcing bar, described suspension rod is respectively by the steel pipe arranged, steel plate and split bolt and reinforcing bar top flange and reinforcing bar are fixed, the fixed point of each suspension rod described and reinforcing bar top flange or reinforcing bar is arranged in pairs or groups two steel pipes, a steel plate and a split bolt, described steel pipe, steel plate and split bolt set gradually from inside to outside.
2. girder template according to claim 1, is characterized in that: described web is bamboo plywood.
3. girder template according to claim 1, is characterized in that: the flitch below described web is provided with four, and the flitch of the described web left and right sides is provided with more than one and spacing between each flitch is less than 220mm.
4. girder template according to claim 1, is characterized in that: the external diameter of described reinforcing bar and steel pipe is 48mm, wall thickness is 3.5mm.
5. girder template according to claim 1, is characterized in that: described flitch is of a size of 50 × 100mm.
6. girder template according to claim 1, is characterized in that: the diameter of described split bolt and suspension rod is 16mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420698280.3U CN204282816U (en) | 2014-11-20 | 2014-11-20 | A kind of girder template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420698280.3U CN204282816U (en) | 2014-11-20 | 2014-11-20 | A kind of girder template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204282816U true CN204282816U (en) | 2015-04-22 |
Family
ID=52865993
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420698280.3U Expired - Fee Related CN204282816U (en) | 2014-11-20 | 2014-11-20 | A kind of girder template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204282816U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107489275A (en) * | 2016-06-13 | 2017-12-19 | 宜兴市周铁镇生力钻探机械厂 | A kind of construction method of steel reinforced concrete structure beam |
| CN108374555A (en) * | 2018-05-04 | 2018-08-07 | 舜杰建设（集团）有限公司 | Girder with rolled steel section en cased in concrete, which pours, to be smash without support hung formwork structure and method |
-
2014
- 2014-11-20 CN CN201420698280.3U patent/CN204282816U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107489275A (en) * | 2016-06-13 | 2017-12-19 | 宜兴市周铁镇生力钻探机械厂 | A kind of construction method of steel reinforced concrete structure beam |
| CN108374555A (en) * | 2018-05-04 | 2018-08-07 | 舜杰建设（集团）有限公司 | Girder with rolled steel section en cased in concrete, which pours, to be smash without support hung formwork structure and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150422 Termination date: 20191120 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |