CN108301415A - Step isolated footing pours the integral reinforcing structure with template - Google Patents
Step isolated footing pours the integral reinforcing structure with template Download PDFInfo
- Publication number
- CN108301415A CN108301415A CN201810315371.7A CN201810315371A CN108301415A CN 108301415 A CN108301415 A CN 108301415A CN 201810315371 A CN201810315371 A CN 201810315371A CN 108301415 A CN108301415 A CN 108301415A
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- template
- sedan
- reinforcement elements
- keel
- reinforcing structure
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 20
- 230000002787 reinforcement Effects 0.000 claims abstract description 44
- 239000007787 solid Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 16
- 239000004035 construction material Substances 0.000 abstract description 2
- 238000012545 processing Methods 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 9
- 238000010586 diagram Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 210000000988 bone and bone Anatomy 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Foundations (AREA)
Abstract
The present invention relates to step isolated footings to pour the integral reinforcing structure with template, the integral reinforcing structure includes the multiple reinforcement elements being stacked according to the structure of step isolated footing and reinforcement elements are fixedly connected to integral sedan-chair bar, the reinforcement elements are scalable in an axial direction, one end with template is detachable is fixedly connected, the other end is fixed in ground or foundation pit walls, multiple sedan-chair bars are equipped between upper layer reinforcement elements and lower layer's reinforcement elements, sedan-chair bar is placed in the upper surface of lower template, upper former is fixed on sedan-chair bar, so that the bottom surface of upper former and the upper surface of lower template are in same level.Component simple processing of the present invention, peace tear open construction it is easy, can be used in turn in construction and between project, accomplish green construction, saved construction material, shortened the duration.
Description
Technical field
The present invention relates to the realm of building construction, specifically a kind of step isolated footing is poured to be added with the entirety of template
Fixing structure.
Background technology
In construction, multi-step formula isolated footing formwork system, which is once constructed, to be completed and is convenient for concreting
Problem, the same engineering have more structure type and multi-step formula same or similar in size isolated footing, and traditional construction will
Independent formwork, form removal, this form of construction work take a lot of work, take material, be unfavorable for having enough to meet the need.
Invention content
The purpose of the present invention is deficiency to solve above-mentioned technical problem, provide it is a kind of it is simple in structure, easy for construction, can week
The step isolated footing for turning to use pours the integral reinforcing structure with template.
Used technical solution is the present invention to solve above-mentioned technical problem：Step isolated footing is poured with template
Integral reinforcing structure, the integral reinforcing structure include the multiple reinforcing lists being stacked according to the structure of step isolated footing
Member with reinforcement elements are fixedly connected to integral sedan-chair bar, the reinforcement elements are scalable in an axial direction, and one end is detachable with template
Formula is fixedly connected, and the other end is fixed in ground or foundation pit walls, is equipped between upper layer reinforcement elements and lower layer's reinforcement elements more
A sedan-chair bar, sedan-chair bar are placed in the upper surface of lower template, and upper former is fixed on sedan-chair bar so that the bottom surface of upper former and lower layer
The upper surface of template is in same level.
Preferably, the reinforcement elements include the Form board tape that is fixedly connected sequentially vertically and horizontally keel, length-adjustable stretch
Contracting formula supporting rod and correcting wedge, vertically and horizontally keel are formed by fixedly connecting Form board tape by longitudinal keel and lateral keel, Zong Xianglong
Bone lateral surface is fixedly connected with telescopic support bar, on the outside of lateral keel with template is detachable is fixedly connected, longitudinal keel
It is fixedly connected with the contact position of sedan-chair bar by fastening the fourth of the twelve Earthly Branches, correcting wedge is bolted in ground or foundation pit walls.
Preferably, it is additionally provided with diagonal brace between the longitudinal keel and sedan-chair bar.
Preferably, the connecting pin of the longitudinal keel and lateral keel is additionally provided with multiple fixing cards, fixing card and template
On lateral keel be detachably fixed connection.
Preferably, the telescopic support bar is arranged by multiple loop bars, and being equipped on loop bar can make loop bar flexible
Telescopic buckle.
Preferably, minimum length is 1m when the telescopic support bar is retracted, and maximum length is 5m when elongation.
Preferably, sedan-chair bar there are four being all provided between the upper layer reinforcement elements and lower layer's reinforcement elements.
The beneficial effects of the invention are as follows：1, the present invention by multilayer be arranged reinforcement elements fixed form and pass through sedan-chair bar will
Reinforcement elements are fixedly connected as an entirety, may make multi-step formula isolated footing is poured once to install completion with template, more
Stepwise isolated footing concrete one-time-concreting is completed, and can meet the intensity, rigidity and stability requirement of formwork reinforcement system, is applied
Work is convenient, saves manpower, shortens the construction time；2, it is removable between reinforcement elements and template of the present invention, ground and sedan-chair bar
The formula of unloading is fixedly connected, and is easily installed and is removed, and can be used in turn in multiple isolated footings are constructed, saving of labor, material-saving；3, this hair
The bright formwork reinforcement that can meet the isolated footing of different shape and size in construction using telescopic support rod piece, saves material
Material.
Description of the drawings
Fig. 1 is the structural schematic diagram of the present invention.
Fig. 2 is the structural schematic diagram of reinforcement elements.
Fig. 3 is the structural schematic diagram of correcting wedge.
Fig. 4 is sedan-chair rod structure schematic diagram.
Fig. 5 is overlooking structure diagram of the present invention.
It is marked in figure：1, Form board tape vertically and horizontally keel, 101, fixing card, 102, longitudinal keel, 103, lateral keel, 2, can
Telescopic supporting rod, 201, loop bar, 202, telescopic buckle, 3, correcting wedge, 4, sedan-chair bar, 5, fasten the fourth of the twelve Earthly Branches, 6, diagonal brace.
Specific implementation mode
As shown in Figure 1 and Figure 5, step isolated footing pours the integral reinforcing structure with template, integral reinforcing structure packet
Include the multiple reinforcement elements being stacked according to the structure of step isolated footing be fixedly connected with by reinforcement elements it is integral
Sedan-chair bar 4.It is all provided between upper layer reinforcement elements and lower layer's reinforcement elements there are four sedan-chair bar 4, sedan-chair bar 4 is placed in the upper of lower template
Face, upper former are fixed on sedan-chair bar 4 so that the bottom surface of upper former and the upper surface of lower template are in same level.
As shown in Fig. 2, reinforcement elements include the Form board tape that is fixedly connected sequentially vertically and horizontally keel 1, length-adjustable telescopic support
Bar 2 and correcting wedge 3, vertically and horizontally keel 1 are formed by fixedly connecting Form board tape by longitudinal keel 102 and lateral keel 103, Zong Xianglong
The connecting pin of bone 102 and lateral keel 103 is additionally provided with multiple fixing cards 101, fixing card 101 and the lateral keel in template
103 are detachably fixed connection, and 102 lateral surface of longitudinal keel is fixedly connected with telescopic support bar 2,103 outside of lateral keel
With template is detachable is fixedly connected, longitudinal keel 102 is fixedly connected with the contact position of sedan-chair bar 4 by fastening the fourth of the twelve Earthly Branches 5, longitudinal keel
Diagonal brace 6 is additionally provided between 102 and sedan-chair bar 4；Telescopic support bar 2 is arranged by multiple loop bars 201, on loop bar 201
Equipped with the telescopic buckle 202 that loop bar 201 can be made flexible, minimum length is 1m when telescopic support bar 2 is retracted, and when elongation is maximum
Length is 5m, the formwork reinforcement being adapted in the step isolated footing construction of different shape and size.
In Specific construction, compatible template is selected according to the shape and size of step isolated footing, from the bottom
Start supporting module, after the completion of bottom formwork erection, every piece of template is at least reinforced by a reinforcement elements, reinforcement elements with
Be between template, ground it is detachable be fixedly connected, be easily installed dismounting, the Form board tapes of reinforcement elements vertically and horizontally keel 1, can
It is also fixedly connected to be detachable between Telescopic supporting rod 2 and correcting wedge 3, convenient for transfer and part replacement, longitudinal keel
Diagonal brace is equipped between 102 and ground so that formwork reinforcement is more firm.Four are placed in the upper surface of bottom template to be mutually perpendicular to locate
In the sedan-chair bar 4 of same level, as shown in figure 4, " well " font is mutually clamped by the card slot on sedan-chair bar 4, it is solid on sedan-chair bar 4
Determine upper former, every piece of template of upper former is at least connected with a reinforcement elements, keeps the lateral keel 103 of template in sedan-chair bar
4 surface is parallel with sedan-chair bar 4, and makes so that the bottom surface of upper former and the upper surface of lower template are in same level
On, the correcting wedge of reinforcement elements 3 is fixed on progress template on ground or foundation pit walls at this time and is fixed.Sedan-chair bar 4 also can be with upper layer
The detachable fixation of template so that template fixation is more firm, and sedan-chair bar 4 also becomes a part for template lateral keel at this time, adds
Gu being equipped with diagonal brace 6 between the longitudinal keel 102 and sedan-chair bar 4 of unit so that formwork reinforcement is more firm, and bottom reinforcement elements are indulged
It is fixed to keel 102 and the longitudinal keel 102 of upper layer reinforcement elements and the contact position of sedan-chair bar 4 by fastening the fourth of the twelve Earthly Branches 5.According to platform
The structure feature of stepwise isolated footing puts sedan-chair bar, supporting module, installation reinforcement elements and diagonal brace successively according to the method described above,
Be arranged at multilayer with template so that step isolated footing is poured, upper former forms outstanding mould, suspension be fixed on lower template it
On.Using 2 one end of telescopic support bar, by Form board tape, vertically and horizontally keel 1 are fixed on outstanding mould side wall, the other end for outstanding mould reinforcing
It is fixed on correcting wedge 3, correcting wedge 3 is fixed on foundation pit walls or ground, and vertically and horizontally keel 1 are equal for bilevel Form board tape
It is fixed on sedan-chair bar 4, forms step isolated footing and hang mould integral reinforcing structure.
In specific implementation, installation fix the formwork erection that upper layer is carried out after bottom template and it is fixed when, can will
Fixed cell, sedan-chair bar and diagonal brace are all combined to be fixed in upper former and be placed and fixed again later, so that upper layer
Template is carried out with fixed cell, the installation of sedan-chair bar and diagonal brace, fixed operation on ground, easy to operate, is saved aloft
The time of operation.
In the casting process for carrying out step isolated footing, since the design feature of step isolated footing makes every layer
The striking time of isolated footing is different.Ruggedized construction using the present invention can divide step isolated footing from top to bottom
Layer form removal, the reinforcement elements under dismantling can be used in turn in construction and between project, the telescopic support bar 2 of reinforcement elements
Added with the template for adapting to different places according to step isolated footing shape, the adjusting of different sizes of size its length in construction
Gu.Component simple processing of the present invention, peace tear open construction it is easy, can be used in turn in construction and between project, accomplish that green is applied
Work has saved construction material, has shortened the duration.
The above is only a preferred embodiment of the present invention, for those skilled in the art, exist
Under the premise of not departing from the technology of the present invention principle, several improvements and modifications can also be made, these also should be regarded as the guarantor of the present invention
Protect range.
Claims (7)
1. step isolated footing pours the integral reinforcing structure with template, it is characterised in that：The integral reinforcing structure includes
The multiple reinforcement elements being stacked according to the structure of step isolated footing with reinforcement elements are fixedly connected to integral sedan-chair
Bar (4), the reinforcement elements are scalable in an axial direction, one end with template is detachable is fixedly connected, the other end be fixed on ground or
In foundation pit walls, multiple sedan-chair bars (4) are equipped between upper layer reinforcement elements and lower layer's reinforcement elements, sedan-chair bar (4) is placed in lower layer's mould
The upper surface of plate, upper former are fixed on sedan-chair bar (4) so that the bottom surface of upper former and the upper surface of lower template are in same water
In plane.
2. step isolated footing as described in claim 1 pours the integral reinforcing structure with template, it is characterised in that：It is described
Reinforcement elements include the Form board tape that is fixedly connected sequentially vertically and horizontally keel (1), length-adjustable telescopic support bar (2) and wedge
Shape cushion block (3), vertically and horizontally keel (1) are formed by fixedly connecting Form board tape by longitudinal keel (102) and lateral keel (103), longitudinal
Keel (102) lateral surface is fixedly connected with telescopic support bar (2), detachable solid with template on the outside of lateral keel (103)
Fixed connection, longitudinal keel (102) are fixedly connected with the contact position of sedan-chair bar (4) by fastening the fourth of the twelve Earthly Branches (5), and correcting wedge (3) passes through bolt
It is fixed in ground or foundation pit walls.
3. step isolated footing as claimed in claim 2 pours the integral reinforcing structure with template, it is characterised in that：It is described
Diagonal brace (6) is additionally provided between longitudinal keel (102) and sedan-chair bar (4).
4. step isolated footing as claimed in claim 2 or claim 3 pours the integral reinforcing structure with template, it is characterised in that：
The connecting pin of the longitudinal keel (102) and lateral keel (103) is additionally provided with multiple fixing cards (101), fixing card (101) with
Lateral keel (103) in template is detachably fixed connection.
5. step isolated footing as claimed in claim 2 pours the integral reinforcing structure with template, it is characterised in that：It is described
Telescopic support bar (2) is arranged by multiple loop bars (201), and being equipped on loop bar (201) can make the loop bar (201) flexible
Telescopic buckle (202).
6. the step isolated footing as described in claim 2 or 5 pours the integral reinforcing structure with template, it is characterised in that：
Minimum length is 1m when the telescopic support bar (2) is retracted, and maximum length is 5m when elongation.
7. step isolated footing as claimed in any one of claims 1-3 pours the integral reinforcing structure with template, special
Sign is：Sedan-chair bar (4) there are four being all provided between the upper layer reinforcement elements and lower layer's reinforcement elements.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810315371.7A CN108301415A (en) | 2018-04-10 | 2018-04-10 | Step isolated footing pours the integral reinforcing structure with template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810315371.7A CN108301415A (en) | 2018-04-10 | 2018-04-10 | Step isolated footing pours the integral reinforcing structure with template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108301415A true CN108301415A (en) | 2018-07-20 |
Family
ID=62847150
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810315371.7A Pending CN108301415A (en) | 2018-04-10 | 2018-04-10 | Step isolated footing pours the integral reinforcing structure with template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108301415A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1425294A1 (en) * | 1987-03-25 | 1988-09-23 | Кузбасский Политехнический Институт | Block formworks for concreting foundations |
| CN202577960U (en) * | 2012-03-26 | 2012-12-05 | 广东省水利水电第三工程局 | Suspension outer bearing type combination steel formwork applied in roller compacted concrete (RCC) construction |
| CN103498479A (en) * | 2013-10-17 | 2014-01-08 | 南通华新建工集团有限公司 | Stepped independent foundation formwork bracing method |
| CN204463523U (en) * | 2015-02-11 | 2015-07-08 | 王新亮 | Notch cuttype isolated footing actual training device |
-
2018
- 2018-04-10 CN CN201810315371.7A patent/CN108301415A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1425294A1 (en) * | 1987-03-25 | 1988-09-23 | Кузбасский Политехнический Институт | Block formworks for concreting foundations |
| CN202577960U (en) * | 2012-03-26 | 2012-12-05 | 广东省水利水电第三工程局 | Suspension outer bearing type combination steel formwork applied in roller compacted concrete (RCC) construction |
| CN103498479A (en) * | 2013-10-17 | 2014-01-08 | 南通华新建工集团有限公司 | Stepped independent foundation formwork bracing method |
| CN204463523U (en) * | 2015-02-11 | 2015-07-08 | 王新亮 | Notch cuttype isolated footing actual training device |
Non-Patent Citations (1)
| Title |
|---|
| 李平原等: "《混凝土结构工程施工》", 上海交通大学出版社 * |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180720 |
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| RJ01 | Rejection of invention patent application after publication |