CN205116536U - A framework of steel reinforcement template for post -cast strip - Google Patents
A framework of steel reinforcement template for post -cast strip Download PDFInfo
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- CN205116536U CN205116536U CN201520777734.0U CN201520777734U CN205116536U CN 205116536 U CN205116536 U CN 205116536U CN 201520777734 U CN201520777734 U CN 201520777734U CN 205116536 U CN205116536 U CN 205116536U
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- reinforcement
- reinforcing bar
- framework
- steel reinforcement
- cage
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 64
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 23
- 239000010959 steel Substances 0.000 title claims abstract description 23
- 230000003014 reinforcing Effects 0.000 claims abstract description 32
- 238000003466 welding Methods 0.000 claims abstract description 13
- 238000005266 casting Methods 0.000 claims description 17
- 239000004744 fabric Substances 0.000 claims description 8
- 210000003205 Muscles Anatomy 0.000 claims description 5
- 210000002356 Skeleton Anatomy 0.000 claims description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 2
- 238000005516 engineering process Methods 0.000 abstract description 3
- 241000893018 Armeria Species 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 241000209094 Oryza Species 0.000 description 2
- 235000007164 Oryza sativa Nutrition 0.000 description 2
- 235000009566 rice Nutrition 0.000 description 2
- 210000001624 Hip Anatomy 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000000697 sensory organs Anatomy 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Abstract
The utility model discloses a framework of steel reinforcement template for post -cast strip, its key technology lies in: it includes upper reinforcing bar, and lower floor's reinforcing bar is located framework of steel reinforcement and steel wire mesh sheet between the reinforcing bar of upper and lower layer, steel wire mesh sheet includes coarse net piece and mesh grid piece, and upper and lower layer reinforcing bar all includes fore -and -aft reinforcing bar and a plurality of root horizontal reinforcing bar of welded with it, and the framework of steel reinforcement is formed by vertical reinforcement and transverse reinforcement ligature, with the seal plate welding above the framework of steel reinforcement and the welded steel of lower floor, framework of steel reinforcement, coarse net piece and mesh grid piece are located the inboard of framework of steel reinforcement. The utility model discloses upper and lower layer reinforcing bar has been set up to adopted framework of steel reinforcement and thick mesh grid piece, it has adopted slightly, thin steel wire mesh sheet adds the framework of steel reinforcement and replaces the plank sheathing to strut basic post -cast strip method, has so obviously reduced the intensity of labour of work, can improve work efficiency, has reduced ligneous use amount simultaneously, has practiced thrift timber resources, has responded national energy saving and emission reduction's call.
Description
Technical field
The utility model relates to a kind of steel frame template, belongs to the realm of building construction.
Background technology
At present, adopt wooden form to add the lumps of wood and support, often there will be the phenomenon of spillage faulting of slab ends in work progress, both have impact on the concrete architecture quality in ater-casting, what cause again on sense organ is undesirable.Meanwhile, after having built, there is template be difficult to remove, and more difficult to basic ater-casting sidewall cleaning dabbing, recruitment is more.
Therefore, in the urgent need to a kind of easy construction, the simple template of structure.
Summary of the invention
The technical problems to be solved in the utility model be to provide a kind of reduce work labour intensity, increase work efficiency and the cage of reinforcement template for ater-casting of easy construction.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of cage of reinforcement template for ater-casting, its key technology is: it comprises top reinforcement, lower floor's reinforcing bar, the cage of reinforcement between upper and lower layer reinforcing bar and steel fabric sheet;
Described steel fabric sheet comprises coarse net sheet and fine-structure mesh sheet, described upper and lower layer reinforcing bar includes the reinforcing bar of longitudinal reinforcing bar and some transverse directions of welding with it, described cage of reinforcement is formed by vertical reinforcement and transverse reinforcement colligation, described cage of reinforcement and lower floor's reinforcement welding, weld with seal plate above described cage of reinforcement;
Described coarse net sheet and fine-structure mesh sheet are positioned at the inner side of cage of reinforcement.
Preferably, described coarse net sheet and fine-structure mesh sheet all arrange two-layer.
Further improvement, described vertical reinforcement two is apart from each welding in 5cm place one
16 ㎜ or
the transverse horizontal muscle for reinforcing steel bar skeleton bearing capacity of 18 ㎜.
The beneficial effect adopting technique scheme to produce is:
The utility model is provided with upper and lower layer reinforcing bar, and have employed cage of reinforcement and thickness mesh sheet, which employs thick, finer wire mesh sheet to add cage of reinforcement and replace ater-casting, wood template support basis method, considerably reduce the labour intensity of work like this, can increase work efficiency, decrease the use amount of timber simultaneously, saved timber resources, respond the call that national energy-saving reduces discharging.In addition, adopt the utility model to decrease the step of form removable, avoid building waste and arbitrarily stack, be easier to on-the-spot modern-style construction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Wherein, 1, the reinforcing bar of lower floor's longitudinal direction, 2, the reinforcing bar of lower floor's transverse direction, 3, the reinforcing bar of upper strata transverse direction, 4, the reinforcing bar of upper strata longitudinal direction, 501, vertical reinforcement, 502, transverse reinforcement, 6, steel fabric sheet.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is further detailed.
See accompanying drawing 1, the present embodiment comprises top reinforcement, lower floor's reinforcing bar, cage of reinforcement between upper and lower layer reinforcing bar and steel fabric sheet 6.
Wherein, described steel fabric sheet 6 comprises the two-layer coarse net sheet that is stacked together and fine-structure mesh sheet, and (wherein coarse net sheet refers to that grid aperture is 2cm, fine-structure mesh sheet refers to that grid aperture is 2mm), described top reinforcement comprises the reinforcing bar 2 of the reinforcing bar 1 of concrete slab lower floor longitudinal direction and the Duo Gen concrete slab lower floor transverse direction of colligation with it, described lower floor reinforcing bar also comprises the reinforcing bar 4 of the reinforcing bar 3 of concrete slab upper strata transverse direction and the some concrete slab upper strata longitudinal direction of colligation with it, described cage of reinforcement is formed through colligation by vertical reinforcement 501 and transverse reinforcement 502, itself and lower floor's reinforcement welding, vertical cage of reinforcement 5 welds with seal plate, described coarse net sheet and fine-structure mesh sheet are positioned at the inner side of cage of reinforcement.Described coarse net sheet and fine-structure mesh sheet all arrange two-layer.Described vertical reinforcement two is apart from about 5cm respectively welding one
16 ㎜ or
the transverse horizontal muscle of 18 ㎜.
Construction sequence of the present utility model is as follows:
1, the gradient is reserved according to layout design raft foundation height and ater-casting.
2, will
14 ㎜ or
the reinforcing bar of 12 ㎜ is cut into the length of needs, and gets out number of steel bars according to the spacing of 8 ± 2cm mono-.
3, get out transverse reinforcement 502 according to elongated direction, ater-casting size, and get out electric welding machine, tie up silk, thick, fine-structure mesh sheet etc.
4, after the muscle colligation of Base isolation system lower floor, the transverse reinforcement 502 of vertical reinforcement 501 and level is welded together.
5, for preventing cage of reinforcement 5 bearing capacity inadequate, vertical reinforcement 501 two about distance 5cm is welding one respectively
16 ㎜ or
the transverse horizontal muscle of 18 ㎜, notice that seal plate every reinforcing rod height must be consistent, welding point place must meet code requirement.
6, according to the good cage of reinforcement of unwrapping wire location arrangements, and cage of reinforcement and Fa Ban lower floor reinforcing bar are closely welded together, weld together with seal plate above vertical reinforcement skeleton.
7, first inside skeleton, two-layer coarse net sheet is tied up after welding, and then the two-layer fine-structure mesh sheet of colligation, mesh sheet must be paved and be tied up reality.
The utility model adopts slightly, finer wire mesh sheet adds cage of reinforcement and replaces Traditional Wood form bracing system, is followed successively by two-layer finer wire mesh sheet, two-layer thicker wire mesh sheet and cage of reinforcement from inside to outside and forms.Two-layer finer wire mesh sheet Main Function stops concrete, and two-layer thicker wire mesh sheet and cage of reinforcement are mainly played a supporting role, and thicker wire mesh sheet occurs the phenomenons such as bulge after also playing and preventing having built concrete.Because ater-casting is that structure disconnects entirely, the concrete of building for preventing the later stage does not produce sinking, and the joint form of ater-casting is generally avoided staying vertical masonry joint, adopts " tank shape " that narrow centre, two is wide, or adopts " rough waist type " form used narrow in the middle of two head breadths.
We illustrate the benefit adopting the utility model to produce by the calculating of reality below:
Employing is thick, fines (i.e. steel fabric sheet etc.) adds cage of reinforcement and replaces ater-casting, wood template support basis method, decrease making and the supporting of wooden form, also need not remove and dabbing after having constructed simultaneously, simple to operate, save material, artificial, reduce engineering cost, achieve good economic benefit.As ater-casting wooden form manufacture and installation, remove and use artificial 0.2 work day/rice, thick, fines add cage of reinforcement template support recruitment 0.2 work day/10 meters, on 300 yuan/work day of supporting stripping labour cost, supporting is removed every meter and is saved artificial 0.18 work day; Picking after the concreting of ater-casting cuts a hole artificial 0.3 work day/rice, 120 yuan/work day.Be applied in prepared food workshop, Shijiazhuang City Shuan Ge group's meat-processing base project, long 83 meters of this project ater-casting, in this project, save manually about 83 × 0.3=24.9 work day, save labour cost 24.9 × 120=2988 unit, 0.18 × 83 × 300=4482 unit.Achieve good economic benefit.
To the above-mentioned explanation of the disclosed embodiments, professional and technical personnel in the field are realized or uses the invention.To be apparent for those skilled in the art to the multiple amendment of these embodiments, General Principle as defined herein when not departing from the spirit or scope of the invention, can realize in other embodiments.Therefore, the invention can not be restricted to these embodiments shown in this article, but will meet the widest scope consistent with principle disclosed herein and features of novelty.
Claims (3)
1. for a cage of reinforcement template for ater-casting, it is characterized in that: it comprises top reinforcement, lower floor's reinforcing bar, the cage of reinforcement between upper and lower layer reinforcing bar and steel fabric sheet (6);
Described steel fabric sheet (6) comprises coarse net sheet and fine-structure mesh sheet, described upper and lower layer reinforcing bar includes the reinforcing bar of longitudinal reinforcing bar and some transverse directions of welding with it, described cage of reinforcement is formed by vertical reinforcement (501) and transverse reinforcement (502) colligation, described cage of reinforcement and lower floor's reinforcement welding, weld with seal plate above described cage of reinforcement;
Described coarse net sheet and fine-structure mesh sheet are positioned at the inner side of cage of reinforcement.
2. the cage of reinforcement template for ater-casting according to claim 1, is characterized in that: described coarse net sheet and fine-structure mesh sheet all arrange two-layer.
3. the cage of reinforcement template for ater-casting according to claim 1, is characterized in that: described vertical reinforcement two is apart from the transverse horizontal muscle for reinforcing steel bar skeleton bearing capacity of each welding in 5cm place Φ 16 ㎜ or Φ 18 ㎜.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520777734.0U CN205116536U (en) | 2015-10-09 | 2015-10-09 | A framework of steel reinforcement template for post -cast strip |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520777734.0U CN205116536U (en) | 2015-10-09 | 2015-10-09 | A framework of steel reinforcement template for post -cast strip |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205116536U true CN205116536U (en) | 2016-03-30 |
Family
ID=55572155
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520777734.0U Active CN205116536U (en) | 2015-10-09 | 2015-10-09 | A framework of steel reinforcement template for post -cast strip |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205116536U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108684574A (en) * | 2018-04-24 | 2018-10-23 | 郑州大智农牧科技有限公司 | A kind of livestock and poultry cultivation liquid dung processing high intensity interlock type concrete leakage dropping-board |
| CN111733893A (en) * | 2020-06-24 | 2020-10-02 | 中国一冶集团有限公司 | Post-cast strip plugging structure and construction method thereof |
-
2015
- 2015-10-09 CN CN201520777734.0U patent/CN205116536U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108684574A (en) * | 2018-04-24 | 2018-10-23 | 郑州大智农牧科技有限公司 | A kind of livestock and poultry cultivation liquid dung processing high intensity interlock type concrete leakage dropping-board |
| CN111733893A (en) * | 2020-06-24 | 2020-10-02 | 中国一冶集团有限公司 | Post-cast strip plugging structure and construction method thereof |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |