CN2077880U - Adjustable steel model for concrete hollow perfusion pile - Google Patents
Adjustable steel model for concrete hollow perfusion pile Download PDFInfo
- Publication number
- CN2077880U CN2077880U CN 90219928 CN90219928U CN2077880U CN 2077880 U CN2077880 U CN 2077880U CN 90219928 CN90219928 CN 90219928 CN 90219928 U CN90219928 U CN 90219928U CN 2077880 U CN2077880 U CN 2077880U
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- adjustable
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Abstract
The utility model belongs to a hole-forming mould plate for filling piles by manual digging holes and concrete hollow cores in construction engineering, in particular to a mould plate with adjustable hole-forming and hole-digging concrete protective walls. The positive and negative rotation of the nuts of an adjustable pipe rod 3 makes the pipe rods of the adjustable pipe rod 3 move mutually (concentrically), and a Y-shaped movable support 2 connected to the adjustable pipe rod is forced to be folded and expanded and simultaneously link circular arc-shaped steel mould plates 1 shrunk and magnified; a limiting chain 4 is used to keep the relationship between the circular arc-shaped steel mould plates; a reinforced plate 5 is used to the radial stiffness of the circular arc-shaped steel mould plates; the utility model is additionally provided with a lifting chain, a hand-pulling calabash and a movable tripod for the utility model to move vertically along the center of the piles.
Description
The utility model belongs to manually digging hole concrete hollow pouring pile hole template, particularly a kind of adjustable pore-forming and borehole concrete dado template in the construction work.
At present, in construction work, after manually digging hole filling pile generally is brick retaining wall pore-forming, the real core stake of pouring concrete is carried out the hollow stake and has just been begun on the minority engineering, and is to save with standard brick one to build by laying bricks or stones as stake in-core mould, make the stake of the real core stake becoming of concrete hollow, be difficult to guarantee workmanship, safety is relatively poor, and labor strength is big.
The purpose of this utility model is to solve above-mentioned deficiency, simultaneously for the quality examination to pile foundation has sense directly perceived, and for unit in charge of construction provides simple and easy mounting or dismounting template condition, cost saving and the adjustable punching block of manually digging hole concrete hollow castinplace pile that designs.
The utility model technical solution:
A kind of adjustable punching block of manually digging hole concrete hollow castinplace pile of hinged movable support 2 on adjustable tube bar 3, it is characterized in that 2n piece Circular Steel template 1 is inboard continuous by check chain 4, intrinsic stiffener 5 on the Circular Steel template 1 in every interval wherein, the 2n root is movable to be supported 2 one ends and is hinged on that (n is on Circular Steel template 1 and the stiffener 5
1 natural number).
The utility model has the advantages that: be skillfully constructed, reasonable in design, the template stiffness is good, the intensity height, in light weight, dimensionally stable, it is convenient to install, remove, the turnover rate height, to economical with materials, improve work efficiency, alleviate labor strength, guarantee that operating personnel's safety etc. has all been created advantage.
Fig. 1 is the utility model schematic diagram.
Below in conjunction with accompanying drawing the utility model is further described:
The positive and negative rotation of the nut by adjustable tube bar 3 is moved (with one heart) the pipe bar of adjustable tube bar 3 mutually, the movable support 2 of the company's of forcing Y type is thereon received, related Circular Steel template 1 of support while is dwindled, amplified, check chain 4 is the relation that keeps Circular Steel template interblock, stiffener 5 is the radial rigidity that guarantees the Circular Steel template, other is furnished with the lifting chain, Chain block, the bolt cam frame is for the utility model usefulness vertically mobile along the pile center position.
Using method of the present utility model:
After manually digging hole is finished cubic metre of earth pore-forming, after watering the solid concrete of stake end bottom-enlarging pier, propped up tripod by center, stake position, hang up Chain block, taken chain, the adjustable punching block of the present utility model of slinging, tighten 3 top nuts of adjustable tube bar, pipe, bar is vertical to be moved mutually to make and supports 2 and strut Circular Steel template 1 to check chain 4 tensionings and end, in hanging in the wellhole, and transfer to a center, stake position, begin to use and stake is given clamp dog with the label concrete and is clipped between outer wall and template, make Template Location, the pouring concrete piles is suitable for reading flat to template, when treating collapsible die, unscrews the nut on the adjustable tube bar 3, the pipe bar oppositely moves mutually, support 2 take-up templates 1 are dwindled, hang the adjustable punching block that rises utility model, and make template and watered concrete hole wall overlap joint, strut template again, water concrete, and the like, with the adjustable punching block of array the utility model, organize several peace moulds, water concrete, the form removal continuous productive process is finished the construction task of the whole concrete hollow of engineering castinplace pile according to Construction Network Planning.
Claims (2)
1, a kind of adjustable punching block of manually digging hole concrete hollow castinplace pile of hinged movable support 2 on adjustable tube bar 3, it is characterized in that 2n piece Circular Steel template 1 inboard links to each other by check chain, intrinsic stiffener 5 on the Circular Steel template 1 in every interval wherein, the 2n root is movable to be supported an end and is hinged on Circular Steel template 1 and the stiffener 5 (n for ≠ 1 natural number).
2, the adjustable punching block of manually digging hole concrete hollow castinplace pile according to claim 1 is characterized in that movably being supported for the Y type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 90219928 CN2077880U (en) | 1990-11-15 | 1990-11-15 | Adjustable steel model for concrete hollow perfusion pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 90219928 CN2077880U (en) | 1990-11-15 | 1990-11-15 | Adjustable steel model for concrete hollow perfusion pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2077880U true CN2077880U (en) | 1991-05-29 |
Family
ID=4898566
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 90219928 Pending CN2077880U (en) | 1990-11-15 | 1990-11-15 | Adjustable steel model for concrete hollow perfusion pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2077880U (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113490A (en) * | 2015-09-21 | 2015-12-02 | 陆见华 | Special-shaped mesopore water collecting pile and round hole mold adopted in same and construction process of special-shaped mesopore water collecting pile |
| CN105178291A (en) * | 2015-08-21 | 2015-12-23 | 中国路桥工程有限责任公司 | Large pile foundation construction method |
| CN105625420A (en) * | 2016-03-10 | 2016-06-01 | 西北综合勘察设计研究院 | Extension type manual hole digging pile support structure and construction method thereof |
| CN108643564A (en) * | 2018-05-23 | 2018-10-12 | 安徽华骅桥梁设备制造有限公司 | A kind of protecting wall osculum template |
| CN109162274A (en) * | 2018-10-26 | 2019-01-08 | 中冶建工集团有限公司 | The shuttering supporting testing stand and its application method of artificial digging pile |
| CN109208585A (en) * | 2018-10-26 | 2019-01-15 | 中冶建工集团有限公司 | Manual digging pile construction technique for quicksand geology |
| CN111172982A (en) * | 2020-02-17 | 2020-05-19 | 中冶建工集团有限公司 | Construction method of soft soil manual hole digging pile |
| CN111172983A (en) * | 2020-02-17 | 2020-05-19 | 中冶建工集团有限公司 | Foldable manual hole digging pile dado template |
| CN111172984A (en) * | 2020-02-17 | 2020-05-19 | 中冶建工集团有限公司 | Manual hole digging pile dado template convenient to use |
| CN112112155A (en) * | 2020-10-09 | 2020-12-22 | 江苏科技大学 | Manual hole digging pile composite construction equipment and method for drift sand layer geology |
| CN112746615A (en) * | 2020-12-30 | 2021-05-04 | 山东交通学院 | Brine stratum mucky soil cast-in-place pile construction is with protecting a section of thick bamboo device |
| CN114525780A (en) * | 2022-02-14 | 2022-05-24 | 中国水利水电第七工程局有限公司 | Improved method of installation process of long pile casing of bored pile |
| CN114541389A (en) * | 2022-03-22 | 2022-05-27 | 北京市地质工程有限责任公司 | Retaining wall structure of manual hole digging pile and construction method thereof |
-
1990
- 1990-11-15 CN CN 90219928 patent/CN2077880U/en active Pending
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178291A (en) * | 2015-08-21 | 2015-12-23 | 中国路桥工程有限责任公司 | Large pile foundation construction method |
| CN105178291B (en) * | 2015-08-21 | 2017-01-25 | 中国路桥工程有限责任公司 | Large pile foundation construction method |
| CN105113490A (en) * | 2015-09-21 | 2015-12-02 | 陆见华 | Special-shaped mesopore water collecting pile and round hole mold adopted in same and construction process of special-shaped mesopore water collecting pile |
| CN105625420A (en) * | 2016-03-10 | 2016-06-01 | 西北综合勘察设计研究院 | Extension type manual hole digging pile support structure and construction method thereof |
| CN108643564A (en) * | 2018-05-23 | 2018-10-12 | 安徽华骅桥梁设备制造有限公司 | A kind of protecting wall osculum template |
| CN109162274A (en) * | 2018-10-26 | 2019-01-08 | 中冶建工集团有限公司 | The shuttering supporting testing stand and its application method of artificial digging pile |
| CN109208585A (en) * | 2018-10-26 | 2019-01-15 | 中冶建工集团有限公司 | Manual digging pile construction technique for quicksand geology |
| CN111172983A (en) * | 2020-02-17 | 2020-05-19 | 中冶建工集团有限公司 | Foldable manual hole digging pile dado template |
| CN111172982A (en) * | 2020-02-17 | 2020-05-19 | 中冶建工集团有限公司 | Construction method of soft soil manual hole digging pile |
| CN111172984A (en) * | 2020-02-17 | 2020-05-19 | 中冶建工集团有限公司 | Manual hole digging pile dado template convenient to use |
| CN111172982B (en) * | 2020-02-17 | 2021-08-31 | 中冶建工集团有限公司 | Construction method of soft soil manual hole digging pile |
| CN112112155A (en) * | 2020-10-09 | 2020-12-22 | 江苏科技大学 | Manual hole digging pile composite construction equipment and method for drift sand layer geology |
| CN112746615A (en) * | 2020-12-30 | 2021-05-04 | 山东交通学院 | Brine stratum mucky soil cast-in-place pile construction is with protecting a section of thick bamboo device |
| CN114525780A (en) * | 2022-02-14 | 2022-05-24 | 中国水利水电第七工程局有限公司 | Improved method of installation process of long pile casing of bored pile |
| CN114525780B (en) * | 2022-02-14 | 2023-10-20 | 中国水利水电第七工程局有限公司 | Improved method for long casing installation process of bored pile |
| CN114541389A (en) * | 2022-03-22 | 2022-05-27 | 北京市地质工程有限责任公司 | Retaining wall structure of manual hole digging pile and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| AD01 | Patent right deemed abandoned | ||
| C20 | Patent right or utility model deemed to be abandoned or is abandoned |