CN106284824A - Concrete reinforcement cushion cap manufacture method for job site - Google Patents
Concrete reinforcement cushion cap manufacture method for job site Download PDFInfo
- Publication number
- CN106284824A CN106284824A CN201510251253.0A CN201510251253A CN106284824A CN 106284824 A CN106284824 A CN 106284824A CN 201510251253 A CN201510251253 A CN 201510251253A CN 106284824 A CN106284824 A CN 106284824A
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- concrete
- cushion cap
- reinforcement cushion
- concrete reinforcement
- 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.)
- Granted
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
A kind of concrete reinforcement cushion cap manufacture method for job site, it is characterized in that comprising the following steps: a is arranged as the concrete reinforcement cushion cap in reinforcing bar stockyard, harden in b place, c makes the load-bearing boss of concrete reinforcement cushion cap, d makes reinforcing bar Sign Board, and is fixedly welded on steel pipe or square steel tube top.It is simple, easy to make that the concrete reinforcement cushion cap manufacture method for job site of the present invention has concrete reinforcement cushion cap apparatus structure, concrete reinforcement cushion cap cost of manufacture is cheap, after use completes, steel pipe or square steel tube can be reclaimed, cost-effective, reinforcing bar is stacked in order, and mark understands and avoid the advantage that reinforcing bar uses mistake.
Description
Technical field
The present invention relates to a kind of reinforcing bar stockyard, specifically, be a kind of concrete reinforcement cushion cap manufacture method for job site.
Background technology
Construction project is substantially all the use relating to reinforcing bar, bar types, model, specification are various, the reinforcing bar entering job site is carried out putting of specification be necessary, the placement of specification can avoid reinforcing bar to use the appearance of error situation, can also be tracked reinforcing bar service condition, therefore the standardization of reinforcing bar stockyard makes and is applied in work progress highly beneficial.
Chinese patent CN203173247 U discloses a kind of construction site reinforcing bar on the 4th in JIUYUE in 2013 and stacks field mold reinforcing bar cushion cap, and wherein mold reinforcing bar cushion cap is joined 4 φ 12 and indulged the concrete bearing platform of muscle (stirrup φ 8 200) by interior and form with 16b channel-section steel；2 channel-section steels are placed on away from concrete bearing platform end 750mm, and channel-section steel is reserved φ 20 and reserved hole for hoist, and channel-section steel exposed parts brush Huang black interval paints.Although this mold, the reinforced concrete pile cap that can have enough to meet the need use have its advantage that can have enough to meet the need use, but join reinforcing bar in its concrete bearing platform, concrete bearing platform is made to be easily damaged when lifting, turnover transport causes extra charge, and in use on-the-spot reinforcing bar be cannot be carried out putting of specification, still there will be reinforcing bar and use the situation of mistake, also reinforcing bar service condition cannot be tracked.
The most known construction site reinforcing bar is stacked field and be there is above-mentioned all inconvenience and problem.
Summary of the invention
The purpose of the present invention, is to propose the concrete reinforcement cushion cap manufacture method for job site of the inspection situation of a kind of effective tracking Rebars on Construction Site, service condition.
The specification that it is another object of the present invention to propose a kind of rational and orderly puts Rebars on Construction Site, the concrete reinforcement cushion cap manufacture method for job site put of the reinforcing bar utilizing limited construction land tenure to meet each model and length that practices every conceivable frugality.
A further object of the present invention, is to propose a kind of concrete reinforcement cushion cap manufacture method for job site avoiding reinforcing bar to use mistake.
For achieving the above object, the technical solution of the present invention is:
A kind of concrete reinforcement cushion cap manufacture method for job site, it is characterised in that comprise the following steps:
A, it is arranged as the concrete reinforcement cushion cap in reinforcing bar stockyard
Concrete reinforcement cushion cap is rectangular, length >=12000mm, width >=10900mm, length arranges 8 stakes to 9 the load-bearing boss that be arranged in parallel, boss spacing 15000mm, width to every boss, pile spacing is 15000mm, stacks space as reinforcing bar, and projection width reserves 200mm to two ends；Boss is reinforced concrete structure, sectional dimension 200X300mm, inside joins 4 HRB400 diameter 14mm reinforcing bars, HPB300 diameter 8mm stirrup；Each stake is DN90PVC pipe, and pvc pipe is embedded vertically in boss armored concrete in advance；In pvc pipe, it is inserted into coating steel pipe or square steel tube, coating steel pipe or square steel tube top is welded and fixed reinforcing bar Sign Board；
B, place hardening
Reinforcing bar stacking place arranges size according to plane and carries out place concrete hardening, and concrete uses C20 concrete, hardening height 150mm；
C, the load-bearing boss of making concrete reinforcement cushion cap
Size is set according to plane the position of boss is measured unwrapping wire, sectional dimension 200X300mm boss template is installed, in template, arrangement of reinforcement arranges according to concrete reinforcement cushion cap and requires to be processed reinforcing bar, assembling reinforcement skeleton, after reinforcing bar binding completes, by plane, size pre-buried DN90PVC pipe is set, pvc pipe position occupies load-bearing boss axis, fixation, pvc pipe transparent rubberized fabric suitable for reading is tight-closed, and boss C25 concrete pours, vibration compacting, treat form removal after concrete final set, and carry out maintenance；After concrete strength reaches 100%, pvc pipe is filled sand or hard inserts, is inserted into steel pipe or square steel tube, fixation；
D, making reinforcing bar Sign Board, and it is fixedly welded on steel pipe or square tube top.
The concrete reinforcement cushion cap manufacture method for job site of the present invention can also be further achieved by the following technical measures.
Aforesaid method, the length of wherein said concrete reinforcement cushion cap can also increase and decrease according to being actually needed to column number amount across quantity and width.
Aforesaid method, wherein said reinforcing bar Sign Board can dynamic tracking reinforcing bar service condition insert, and reinforcing bar Sign Board is changed convenient.
Aforesaid method, wherein said steel pipe or square steel tube are diameter 48mm steel pipe or square steel tube.
After using technique scheme, the concrete reinforcement cushion cap manufacture method for job site of the present invention has the advantage that
1, concrete reinforcement cushion cap apparatus structure is simple, easy to make；
2, concrete reinforcement cushion cap cost of manufacture is cheap, after having used, can reclaim steel pipe or square steel tube, cost-effective；
3, reinforcing bar is stacked in order, identifies clear, it is to avoid reinforcing bar uses mistake.
Accompanying drawing explanation
Fig. 1 is the site plan of the concrete reinforcement cushion cap of the embodiment of the present invention；
Fig. 2 is the A-A sectional view in Fig. 1.
In figure: 1PVC manages, 2 boss, 3 steel pipes, 4 sand, 5 reinforcing bar Sign Boards.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing thereof, the present invention is illustrated further.
Embodiment 1
The concrete reinforcement cushion cap manufacture method for job site of the present invention, it is characterised in that comprise the following steps:
A, it is arranged as the concrete reinforcement cushion cap in reinforcing bar stockyard
Referring now to the site plan of the concrete reinforcement cushion cap that Fig. 1 and 2, Fig. 1 are the embodiment of the present invention, Fig. 2 is the A-A sectional view in Fig. 1.As shown in the figure, concrete reinforcement cushion cap is rectangular, a length of 12000mm, width is 10900mm, and length is to 9 the load-bearing boss 2 that be arranged in parallel, boss spacing 15000mm, width arranges 8 stakes to every boss, pile spacing is 15000mm, stacks space as reinforcing bar, and projection width reserves 200mm to two ends；Boss is reinforced concrete structure, sectional dimension 200X300mm, inside joins 4 HRB400 diameter 14mm reinforcing bars, HPB300 diameter 8mm stirrup；Each stake is DN90PVC pipe 1, and pvc pipe is embedded vertically in boss armored concrete in advance；Being inserted into coating steel pipe 3 in pvc pipe, coating steel pipe top is welded and fixed reinforcing bar Sign Board 5；
B, place hardening
Reinforcing bar stacking place arranges size according to plane and carries out place concrete hardening, and concrete uses C20 concrete, hardening height 150mm；
C, the load-bearing boss of making concrete reinforcement cushion cap
Size is set according to plane the position of boss is measured unwrapping wire, sectional dimension 200X300mm boss template is installed, in template, arrangement of reinforcement arranges according to concrete reinforcement cushion cap and requires to be processed reinforcing bar, assembling reinforcement skeleton, after reinforcing bar binding completes, by plane, size pre-buried DN90PVC pipe is set, pvc pipe position occupies load-bearing boss axis, fixation, pvc pipe transparent rubberized fabric suitable for reading is tight-closed, and boss C25 concrete pours, vibration compacting, treat form removal after concrete final set, and carry out maintenance；After concrete strength reaches 100%, pvc pipe is filled sand 4, is inserted into steel pipe 3, fixation；
D, making reinforcing bar Sign Board 5, and it is fixedly welded on steel pipe or square steel tube top.Described steel pipe is diameter 48mm steel pipe, and described reinforcing bar Sign Board can dynamic tracking reinforcing bar service condition insert, and reinforcing bar Sign Board is changed convenient.
The concrete reinforcement cushion cap for job site of the present invention, the length of concrete reinforcement cushion cap can also increase and decrease according to being actually needed to column number amount across quantity and width.
The present invention has substantive distinguishing features and significant technological progress, the concrete reinforcement cushion cap manufacture method for job site of the present invention, and its manufacture method is simple, with low cost.Can effectively follow the tracks of the inspection situation of Rebars on Construction Site, service condition in actual use, the specification of rational and orderly puts Rebars on Construction Site, putting of the reinforcing bar that utilizes limited construction land tenure to meet each model and length of practicing every conceivable frugality, it is to avoid reinforcing bar uses the problems such as mistake.
The concrete reinforcement cushion cap manufacture method for job site of the present invention is used in commercial residential buildings, 37A-01A plot, She Shan north, Shanghai Songjiang district projects, concrete reinforcement cushion cap manufacture method is simple, with low cost, reinforcing bar is made to stack in order, identify clear, effect is notable, has obtained exploiting entity, supervisor and construction unit's abundant affirmation.
Above example is used for illustrative purposes only, rather than limitation of the present invention, person skilled in the relevant technique, without departing from the spirit and scope of the present invention, it is also possible to make various conversion or change.Therefore, the technical scheme of all equivalents also should belong to scope of the invention, should be limited by each claim.
Claims (4)
1. the concrete reinforcement cushion cap manufacture method for job site, it is characterised in that comprise the following steps:
A, it is arranged as the concrete reinforcement cushion cap in reinforcing bar stockyard
Concrete reinforcement cushion cap is rectangular, length >=12000mm, width >=10900mm, length arranges 8 stakes to 9 the load-bearing boss that be arranged in parallel, boss spacing 15000mm, width to every boss, pile spacing is 15000mm, stacks space as reinforcing bar, and projection width reserves 200mm to two ends；Boss is reinforced concrete structure, sectional dimension 200X300mm, inside joins 4 HRB400 diameter 14mm reinforcing bars, HPB300 diameter 8mm stirrup；Each stake is DN90PVC pipe, and pvc pipe is embedded vertically in boss armored concrete in advance；In pvc pipe, it is inserted into coating steel pipe or square steel tube, coating steel pipe or square steel tube top is welded and fixed reinforcing bar Sign Board；
B, place hardening
Reinforcing bar stacking place arranges size according to plane and carries out place concrete hardening, and concrete uses C20 concrete, hardening height 150mm；
C, the load-bearing boss of making concrete reinforcement cushion cap
Size is set according to plane the position of boss is measured unwrapping wire, sectional dimension 200X300mm boss template is installed, in template, arrangement of reinforcement arranges according to concrete reinforcement cushion cap and requires to be processed reinforcing bar, assembling reinforcement skeleton, after reinforcing bar binding completes, by plane, size pre-buried DN90PVC pipe is set, pvc pipe position occupies load-bearing boss axis, fixation, pvc pipe transparent rubberized fabric suitable for reading is tight-closed, and boss C25 concrete pours, vibration compacting, treat form removal after concrete final set, and carry out maintenance；After concrete strength reaches 100%, pvc pipe is filled sand or hard inserts, is inserted into steel pipe or square steel tube, fixation；
D, making reinforcing bar Sign Board, and it is fixedly welded on steel pipe or square steel tube top.
2. the concrete reinforcement cushion cap manufacture method for job site as claimed in claim 1, it is characterised in that the length of described concrete reinforcement cushion cap can also increase and decrease according to being actually needed to column number amount across quantity and width.
3. the concrete reinforcement cushion cap manufacture method for job site as claimed in claim 1, it is characterised in that described reinforcing bar Sign Board can dynamic tracking reinforcing bar service condition insert, and reinforcing bar Sign Board is changed convenient.
4. the concrete reinforcement cushion cap manufacture method for job site as described in claim 1 or 3, it is characterised in that described steel pipe or square steel tube are diameter 48mm steel pipe or square steel tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510251253.0A CN106284824B (en) | 2015-05-18 | 2015-05-18 | Concrete reinforcement cushion cap production method for construction site |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510251253.0A CN106284824B (en) | 2015-05-18 | 2015-05-18 | Concrete reinforcement cushion cap production method for construction site |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106284824A true CN106284824A (en) | 2017-01-04 |
| CN106284824B CN106284824B (en) | 2018-10-19 |
Family
ID=57631897
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510251253.0A Active CN106284824B (en) | 2015-05-18 | 2015-05-18 | Concrete reinforcement cushion cap production method for construction site |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106284824B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021254023A1 (en) * | 2020-06-19 | 2021-12-23 | 信丰县包钢新利稀土有限责任公司 | Three-dimensional convenient and fast rare-earth-waste transferring and storing device |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1260458A1 (en) * | 2001-04-20 | 2002-11-27 | Serge Fimbault | Storage and retrieval rail device in particular for storing heavy products and installation method thereof |
| CN203173247U (en) * | 2012-11-30 | 2013-09-04 | 中建四局第六建筑工程有限公司 | Die rebar bearing platform of rebar stacking site of construction site |
| CN203903238U (en) * | 2014-06-09 | 2014-10-29 | 中启胶建集团有限公司 | Telescopic engineering field reinforcing steel bar storage device |
| CN203975527U (en) * | 2014-05-29 | 2014-12-03 | 中国建筑五局阿尔及利亚公司 | A kind of steel removable, that can have enough to meet the need are deposited pedestal |
| CN204056684U (en) * | 2014-07-25 | 2014-12-31 | 中建八局第三建设有限公司 | A kind of camp site prefabricated reinforced concrete support |
-
2015
- 2015-05-18 CN CN201510251253.0A patent/CN106284824B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1260458A1 (en) * | 2001-04-20 | 2002-11-27 | Serge Fimbault | Storage and retrieval rail device in particular for storing heavy products and installation method thereof |
| CN203173247U (en) * | 2012-11-30 | 2013-09-04 | 中建四局第六建筑工程有限公司 | Die rebar bearing platform of rebar stacking site of construction site |
| CN203975527U (en) * | 2014-05-29 | 2014-12-03 | 中国建筑五局阿尔及利亚公司 | A kind of steel removable, that can have enough to meet the need are deposited pedestal |
| CN203903238U (en) * | 2014-06-09 | 2014-10-29 | 中启胶建集团有限公司 | Telescopic engineering field reinforcing steel bar storage device |
| CN204056684U (en) * | 2014-07-25 | 2014-12-31 | 中建八局第三建设有限公司 | A kind of camp site prefabricated reinforced concrete support |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021254023A1 (en) * | 2020-06-19 | 2021-12-23 | 信丰县包钢新利稀土有限责任公司 | Three-dimensional convenient and fast rare-earth-waste transferring and storing device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106284824B (en) | 2018-10-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204019724U (en) | Make the mold of prefabricated case beam framework of steel reinforcement | |
| CN104975719A (en) | Novel material distribution device and floor concrete casting construction method of novel material distribution device | |
| CN103469806A (en) | Construction method for replacing brick forming die with prefabricated concrete foundation bearing platform side die | |
| CN103469732B (en) | Construction method of preformed holes for foundation bolts of bridge support | |
| CN104818729B (en) | Can be for the mutual foundation of big or small tower crane conversion | |
| CN106284824A (en) | Concrete reinforcement cushion cap manufacture method for job site | |
| CN202064281U (en) | Slip form frame | |
| CN204112712U (en) | A kind of side root haunch cast-in-place wall model sheetinstallat device | |
| CN102444275A (en) | Silo flexible slip form torsion resistance construction device | |
| CN202148694U (en) | Prefabricated T-shaped beam steel bar colligation positioning device | |
| CN203794128U (en) | Heavy equipment transporting tooling | |
| CN208009182U (en) | A kind of prefabricated assembled Cement Concrete Pavement Slab | |
| CN205840082U (en) | A kind of BRT Lightweight core mould close rib composite floor structure | |
| CN206267425U (en) | A kind of device for being used in turn steel bar horse-shaped bench | |
| CN115030745A (en) | Inclined shaft steep slope thin-wall mid-partition wall construction trolley and construction method thereof | |
| CN207073145U (en) | The plug-in steel reinforced concrete combination foundation of Super High construction elevator wall | |
| CN203768789U (en) | Combined type steel trestle for enabling roller compacted concrete to be stored in bin | |
| CN208594567U (en) | Prefabricated assembled base and assembled strip footing | |
| CN207419854U (en) | A kind of steel reinforcement cage positioner | |
| CN106400687A (en) | Positioning assisting assembly jig for pier column reinforcing rib | |
| CN207392752U (en) | For preventing the constructing device of grout leakage of formwork root | |
| CN207211767U (en) | A kind of strip thickness control instrument for concrete floor slab placement construction | |
| CN205894308U (en) | Workshop stand embedded iron structure | |
| CN218758630U (en) | Remove elevartor shaft operation platform | |
| CN204662445U (en) | A kind of accurate-location device of piling |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |