CN102926545A - Method for constructing block base - Google Patents
Method for constructing block base Download PDFInfo
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- CN102926545A CN102926545A CN2012104432467A CN201210443246A CN102926545A CN 102926545 A CN102926545 A CN 102926545A CN 2012104432467 A CN2012104432467 A CN 2012104432467A CN 201210443246 A CN201210443246 A CN 201210443246A CN 102926545 A CN102926545 A CN 102926545A
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- concrete block
- cage
- reinforcement
- concrete blocks
- flake
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Abstract
The invention discloses a method for constructing a block base, which comprises the steps that: flake concrete blocks are built and pressed, a reinforcing bar framework passes through holes which are arranged on the flake concrete blocks which are built and pressed, the all flake concrete blocks which are built and pressed together are connected, the two ends of the reinforcing bar framework are pressed fit by utilizing steel plates, the steel plates are closely fixed on the reinforcing bar framework to fix the flake concrete blocks which are built and pressed and the reinforcing bar framework to be fixed together, and the fixed flake concrete blocks are adhered through U-type concrete blocks. Because the flake concrete blocks are light in quality, the shapes of the flake concrete blocks can be designed according to actual requirement, the flake concrete blocks are simple to produce and process, are convenient to transport, can be produced in advance, can be reused, and are convenient to combine and construct and low in production and human cost. The method for constructing the block base achieves the purpose of simple construction, convenient transportation and reusability.
Description
Technical field
The present invention relates to the fixed building field, particularly, relate to a kind of job practices of packaged pedestal.
Background technology
At present, all to build in advance in the construction of building pedestal, particularly integrated mill with certain supporting role the vertical rod that is seen everywhere, Jian Ta in the heavy construction construction.For a long time pedestal construction all is early to implement in the building operations, and great function is being brought into play in whole building operations.
Existing pedestal adopts the concrete monobloc cast, and volume is large, and quality is heavy, be unfavorable for long distance transportation, and often some remote job sites do not possess processing conditions, need in earlier stage finish to build, be transported to the job site, this has not only increased construction cost again, has also prolonged construction period.Traditional pedestal needs many people to make a concerted effort in installation process, and pedestal is placed on the precalculated position, sometimes even need to employ Large-scale Hoisting equipment, brings larger difficulty to construction.After pedestal was used to complete during part zero, the dismounting pedestal is difficulty comparatively, and used pedestal is difficult to reuse, and abandoned at the construction field (site), caused the wasting of resources.
Summary of the invention
The object of the invention is to, for the problems referred to above, propose a kind of job practices of packaged pedestal, with realize that construction is simple, the advantage of convenient transportation and reusable advantage.
For achieving the above object, the technical solution used in the present invention is:
A kind of job practices of packaged pedestal may further comprise the steps:
The sheet concrete block is built pressure;
Cage of reinforcement passed the hole on the sheet concrete block of above-mentioned base pressing, connect the coarctate whole sheet concrete blocks in above-mentioned base;
Above-mentioned cage of reinforcement two ends are utilized the steel plate pressing, steel plate is fastened on the cage of reinforcement, sheet concrete block and the cage of reinforcement that press at the above-mentioned base that makes are fixed together;
Carry out the above-mentioned sheet concrete block that fixes bonding with U-shaped concrete block.
According to a preferred embodiment of the invention, above-mentioned the sheet concrete block is built in the pressure, the sheet concrete block adopts the overlapping mode of tooled joint to build pressure, and the sheet concrete block above is namely successively built pressure perpendicular to following sheet concrete block.
According to a preferred embodiment of the invention, above-mentioned steel plate is fastened on the cage of reinforcement, adopts screw to fix.
According to a preferred embodiment of the invention, the length of above-mentioned cage of reinforcement is adjustable.
Technical scheme of the present invention, concrete pedestal by monobloc cast is divided into sheet concrete block and cage of reinforcement two parts, but connect the sheet concrete block by cage of reinforcement, the mixed energy of sheet soil block is combined, fastening by the fixing compressing tablet in cage of reinforcement top again, add a cover two sheet U-shaped concrete blocks, final integral forms the pedestal with higher-strength.Because of sheet concrete block lighter weight, design shape according to actual needs, production and processing is simple, and convenient transportation can be produced in advance, reuses, and combination construction is convenient, and the production human cost is little.Reached that construction is simple, convenient transportation and reusable purpose.
Below by drawings and Examples, technical scheme of the present invention is described in further detail.
Description of drawings
Fig. 1 is that the described sheet concrete block of the embodiment of the invention adopts the structural representation after the overlapping mode of tooled joint is built pressure;
Fig. 2 is the described cage of reinforcement structural representation of the embodiment of the invention;
Fig. 3 is the job practices construction combination of the described packaged pedestal of the embodiment of the invention;
Fig. 4 is the pedestal overall structure schematic diagram after the described combination of the embodiment of the invention.
1-U matrix shape concrete block.
The specific embodiment
Below in conjunction with accompanying drawing the preferred embodiments of the present invention are described, should be appreciated that preferred embodiment described herein only is used for description and interpretation the present invention, is not intended to limit the present invention.
As shown in Figures 1 to 4, a kind of job practices of packaged pedestal may further comprise the steps:
The sheet concrete block is built pressure;
Cage of reinforcement passed the hole on the sheet concrete block of above-mentioned base pressing, connect and build coarctate whole sheet concrete blocks;
The cage of reinforcement two ends are utilized the steel plate pressing, steel plate is fastened on the cage of reinforcement, sheet concrete block and the cage of reinforcement that press at the base that makes are fixed together;
Carry out the sheet concrete block that fixes bonding with U-shaped concrete block.
Wherein, the sheet concrete block is built in the pressure, the sheet concrete block adopts the overlapping mode of tooled joint to build pressure, and namely top sheet concrete block is successively built pressure perpendicular to following sheet concrete block.Adopt screw that steel plate is fastened on the cage of reinforcement.And the length of cage of reinforcement is adjustable.
It should be noted that at last: the above only is the preferred embodiments of the present invention, be not limited to the present invention, although with reference to previous embodiment the present invention is had been described in detail, for a person skilled in the art, it still can be made amendment to the technical scheme that aforementioned each embodiment puts down in writing, and perhaps part technical characterictic wherein is equal to replacement.Within the spirit and principles in the present invention all, any modification of doing, be equal to replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (4)
1. the job practices of a packaged pedestal is characterized in that, may further comprise the steps:
The sheet concrete block is built pressure;
Cage of reinforcement passed the hole on the sheet concrete block of above-mentioned base pressing, connect the coarctate whole sheet concrete blocks in above-mentioned base;
Above-mentioned cage of reinforcement two ends are utilized the steel plate pressing, steel plate is fastened on the cage of reinforcement, sheet concrete block and the cage of reinforcement that press at the above-mentioned base that makes are fixed together;
Carry out the above-mentioned sheet concrete block that fixes bonding with U-shaped concrete block.
2. the job practices of packaged pedestal according to claim 1, it is characterized in that, above-mentioned the sheet concrete block is built in the pressure, the sheet concrete block adopts the overlapping mode of tooled joint to build pressure, and the sheet concrete block above is namely successively built pressure perpendicular to following sheet concrete block.
3. the job practices of packaged pedestal according to claim 1 and 2 is characterized in that, above-mentioned steel plate is fastened on the cage of reinforcement, adopts screw to fix.
4. the job practices of packaged pedestal according to claim 1 is characterized in that, the length of above-mentioned cage of reinforcement is adjustable.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210443246.7A CN102926545B (en) | 2012-11-08 | 2012-11-08 | The construction method of block base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210443246.7A CN102926545B (en) | 2012-11-08 | 2012-11-08 | The construction method of block base |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102926545A true CN102926545A (en) | 2013-02-13 |
| CN102926545B CN102926545B (en) | 2015-10-28 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210443246.7A Active CN102926545B (en) | 2012-11-08 | 2012-11-08 | The construction method of block base |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102926545B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014201991A (en) * | 2013-04-08 | 2014-10-27 | タカノ株式会社 | Support of structure |
| CN109763511A (en) * | 2018-06-13 | 2019-05-17 | 吉林省长春电力勘测设计院有限公司 | A kind of power network line straight line pole basis |
| RU193712U1 (en) * | 2019-08-12 | 2019-11-11 | Закрытое акционерное общество "Русские Башни" | MAST FOUNDATION BASE |
| CN113565123A (en) * | 2021-07-15 | 2021-10-29 | 中建一局集团第二建筑有限公司 | Movable type variable-counterweight steel structure temporary support foundation and installation method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6210333A (en) * | 1985-07-08 | 1987-01-19 | Kiyoshi Goto | Fundation work for pier of reinforced base frame |
| US5564235A (en) * | 1994-08-29 | 1996-10-15 | Butler; Michael | Foundation and floor construction means |
| CN202247940U (en) * | 2011-10-12 | 2012-05-30 | 颜丙申 | Base type hollow square equipment foundation |
| CN202482887U (en) * | 2011-12-31 | 2012-10-10 | 电联工程技术有限公司 | Concrete precast-assemble foundation |
-
2012
- 2012-11-08 CN CN201210443246.7A patent/CN102926545B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6210333A (en) * | 1985-07-08 | 1987-01-19 | Kiyoshi Goto | Fundation work for pier of reinforced base frame |
| US5564235A (en) * | 1994-08-29 | 1996-10-15 | Butler; Michael | Foundation and floor construction means |
| CN202247940U (en) * | 2011-10-12 | 2012-05-30 | 颜丙申 | Base type hollow square equipment foundation |
| CN202482887U (en) * | 2011-12-31 | 2012-10-10 | 电联工程技术有限公司 | Concrete precast-assemble foundation |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014201991A (en) * | 2013-04-08 | 2014-10-27 | タカノ株式会社 | Support of structure |
| CN109763511A (en) * | 2018-06-13 | 2019-05-17 | 吉林省长春电力勘测设计院有限公司 | A kind of power network line straight line pole basis |
| RU193712U1 (en) * | 2019-08-12 | 2019-11-11 | Закрытое акционерное общество "Русские Башни" | MAST FOUNDATION BASE |
| CN113565123A (en) * | 2021-07-15 | 2021-10-29 | 中建一局集团第二建筑有限公司 | Movable type variable-counterweight steel structure temporary support foundation and installation method thereof |
| CN113565123B (en) * | 2021-07-15 | 2022-07-01 | 中建一局集团第二建筑有限公司 | Movable type variable-counterweight steel structure temporary support foundation and installation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102926545B (en) | 2015-10-28 |
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