CN208235943U - A kind of fashioned iron hood type concrete single-column pours strengthening construction device - Google Patents
A kind of fashioned iron hood type concrete single-column pours strengthening construction device Download PDFInfo
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- CN208235943U CN208235943U CN201820769852.0U CN201820769852U CN208235943U CN 208235943 U CN208235943 U CN 208235943U CN 201820769852 U CN201820769852 U CN 201820769852U CN 208235943 U CN208235943 U CN 208235943U
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- China
- Prior art keywords
- fashioned iron
- steel section
- section member
- plug
- pours
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Abstract
The utility model discloses a kind of fashioned iron hood type concrete single-columns to pour strengthening construction device, including Steel section member, flitch, glued board and plug-in unit；Steel section member includes fashioned iron ontology and bending part, and Steel section member and bending part are integrally formed；Several jacks are set on fashioned iron ontology；The small upper end in the lower end of plug-in unit is greatly to guarantee that plug-in unit is inserted into jack but cannot pass through jack；Fashioned iron anchor ear includes four Steel section members, and ending is connected between each Steel section member, and is fastened with plug-in unit.The utility model is compared with anchor ear outside the steel pipe used in traditional architecture engineering, inside fixes the framed column template mounting process method of steel pipe using Screw arbor with nut at both-ends, the anti-pressure ability of the lateral pressure generated when enhancing to concreting, due to having lacked the hole of Screw arbor with nut at both-ends, spillage when conventional concrete pours, swollen mould are avoided to a certain extent, it avoids and pours the appearance qualities common faults such as the serious wrong tire of after-frame trestle appearance, ensure that the compact dimensions and perception of frame column concrete.
Description
Technical field
The utility model relates to the building engineering of engineering construction field more particularly to a kind of building engineering frames
The bracing means that column pours.
Background technique
It is interior since the framed column template mounting process in traditional architecture engineering mainly uses anchor ear outside steel pipe to be reinforced
The framed column template mounting process method of steel pipe is fixed in portion using Screw arbor with nut at both-ends.Process is tedious for such reinforcement means, consumption is a large amount of
Circulation material, and appearance is undesirable after pouring molding.Especially for the frame column of larger cross-section, in concreting process
Lateral pressure is very big, therefore causes the outer anchor ear dosage of steel pipe very big, and it is matched a large amount of fasteners need to be installed, process is tedious, shadow
Construction speed is rung；Screw arbor with nut at both-ends dosage is larger simultaneously so that and concrete surface hole eye is more, needs to repair after later period demoulding,
Largely influence Structural Engineering presentation quality, therefore, in order to ensure that the compact dimensions and perception of column concrete, to conventional template plus
Solid system will be improved.
Utility model content
The purpose of the utility model is to overcome the deficiencies in the prior art, a kind of fashioned iron hood type concrete single-column is provided and is poured
Strengthening construction device is built, it can will be subject to conventional template reinforcement system in the case where guaranteeing the compact dimensions and perception of column concrete
It improves, keeps stress more reasonable, resource and cost are more saved, and construction speed more improves and is easier to construct.
The purpose of this utility model is achieved through the following technical solutions: a kind of fashioned iron hood type concrete single-column pours
Build strengthening construction device, including Steel section member, flitch, glued board and plug-in unit；
Steel section member includes fashioned iron ontology and bending part, and Steel section member and bending part are integrally formed；
Several jacks are set on fashioned iron ontology；
The small upper end in the lower end of plug-in unit is greatly to guarantee that plug-in unit is inserted into jack but cannot pass through jack；
Fashioned iron anchor ear includes four Steel section members, and ending is connected between each Steel section member, and is fastened with plug-in unit.
It is preferred that jack is at least two rows, every socket hole number at least two.
It is preferred that the length of jack is at least 30mm.
It is preferred that Steel section member is made of I-steel.
It is preferred that the length of Steel section member is 1530mm.
It is preferred that the thickness of Steel section member is not less than 6mm.
It is preferred that bending part length is at least 100mm.
It is preferred that plug-in unit includes triangular body and end, end extends along the side of triangular body.
It is preferred that the side of triangle is provided with anti-delinking part.
It is preferred that anti-delinking part is hemispherical projections, the distance between upper and lower hemispheres shape protrusion is at least 7mm.
The beneficial effects of the utility model are:
The utility model uses the fixed steel pipe of Screw arbor with nut at both-ends compared with anchor ear outside the steel pipe used in traditional architecture engineering, inside
Framed column template mounting process method, the anti-pressure ability of the lateral pressure generated when enhancing to concreting, due to few
The hole of Screw arbor with nut at both-ends avoids spillage when conventional concrete pours, swollen mould to a certain extent, avoids and pours after-frame trestle and go out
The appearance qualities common faults such as now serious wrong tire, ensure that the compact dimensions and perception of frame column concrete.
Anchor ear is carried out to template by the clamping between Steel section member and is reinforced with the stability for being conducive to enhance template, there is structure
Make feature simple, that stress is clear rationally, construction technology is simple and easy to do.
The stiffness and strength of fashioned iron, effective control framework column section deformation is utilized in the utility model, while reducing button
Part dosage, all measure materials can reuse, and save cost.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is one of the structural schematic diagram of Steel section member；
Fig. 3 is the second structural representation of Steel section member；
Fig. 4 is 1-1 structural schematic diagram in Fig. 2；
Fig. 5 is one of dongle configuration schematic diagram；
Fig. 6 is the two of dongle configuration schematic diagram；
In figure, 1- Steel section member, 1.1- bending part, 1.2- fashioned iron ontology, 1.3- jack, 2- flitch, 3- glued board, 4- is mixed
Solidifying soil single-column, 5- plug-in unit, the end 5.1-, the anti-delinking part 5.2-.
Specific embodiment
The technical solution of the utility model, but the protection scope of the utility model are described in further detail with reference to the accompanying drawing
It is not limited to as described below.
As shown in Fig. 1~Fig. 6, a kind of fashioned iron hood type concrete single-column 4 pours strengthening construction device, including Steel section member
1, flitch 2, glued board 3 and plug-in unit 5；
Steel section member 1 includes fashioned iron ontology 1.2 and bending part 1.1, and Steel section member 1 and bending part 1.1 are integrally formed；
Several jacks 1.3 are set on fashioned iron ontology 1.2；
The small upper end in the lower end of plug-in unit 5 is greatly to guarantee that plug-in unit 5 is inserted into jack 1.3 but cannot pass through jack 1.3；
Fashioned iron anchor ear includes four Steel section members 1, and ending is connected between each Steel section member 1, and is fastened with plug-in unit 5.
In a preferred embodiment, jack 1.3 is at least two rows, every 1.3 quantity at least two of socket hole.
In a preferred embodiment, the length of jack 1.3 is at least 30mm.
In a preferred embodiment, Steel section member 1 is made of I-steel.
In a preferred embodiment, the length of Steel section member 1 is 1530mm.
In a preferred embodiment, the thickness of Steel section member 1 is not less than 6mm.
In a preferred embodiment, 1.1 length of bending part is at least 100mm.
In a preferred embodiment, plug-in unit 5 includes triangular body and end 5.1, and end 5.1 is along triangular body
Side extend.
In a preferred embodiment, the side of triangle is provided with anti-delinking part 5.2.
In a preferred embodiment, anti-delinking part 5.2 is hemispherical projections, and the distance between upper and lower hemispheres shape protrusion is at least
For 7mm.
Illustrate: the dimensional units in FIG. 1 to FIG. 6 are mm.
A kind of fashioned iron hood type concrete single-column 4 pours reinforced construction method, in the single-column that reinforcement installation is completed, uses glue
Plywood 3 carries out envelope mould, and the nail conduct of flitch 2 of 3 surface of glued board is interior stupefied, and fashioned iron is according to bottom end top successively to column template card
It connects, fashioned iron bottom end hole one end plug-in unit 5 is first embedded in by grafting using plug-in unit 5, grafting then is carried out to the other end again, finally
Grafting fastening is carried out to remaining two angles.The stupefied spacing 350mm of the master of fashioned iron, first of master is stupefied to be arranged at liftoff 100mm.
Successively single-column is reinforced.
It is pasted in 3 surrounding of glued board with double faced adhesive tape, surface brushes release agent, starts 2 template of spelling flitch by number；It wants
It seeks template as far as possible as monolith, reduces piece, while piece is tight.
On 3 surface of glued board, nail is using flitch 2 as interior stupefied, and spacing is by design setting, and length is more than upper and lower fashioned iron position.It keeps away
Exempt from fashioned iron anchor ear directly to contact with glued board 3, influences strengthening quality.
Steel section member 1 uses two edges thickness intermediate thin, is a kind of real abdomen component.In one end pore-forming, pitch-row 10mm is two rows of
Dislocation arrangement.One end is designed to curved construction, and pore-forming end 5.1 is designed to arc structure, is convenient for and another curved end of fashioned iron
5.1 insertion connections.
In special fashioned iron bottom end pore-forming, adjacent receptacle 1.3 is apart from for 10mm, and plug-in unit 5 is using short trapezoidal in the long one end in one end
Or triangle.Convenient for being embedded in grafting between plug-in unit 5 and Steel section member 1, the steel bar clamping that will be enclosed in template.
It is easy to operate to pour strengthening construction device for a kind of fashioned iron hood type concrete single-column 4 of the utility model in summary,
Process is simple, improves labor efficiency, accelerates progress.It can not only imitate and shorten the construction period, improve quality, economizing on resources and cost,
And simple process, it is practical reliable, there is relatively high popularization and utility value.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, and should refer to
Out, any modifications, equivalent replacements, and improvements made within the spirit and principle of the present invention etc. should all include
It is within the protection scope of the utility model.
Claims (7)
1. a kind of fashioned iron hood type concrete single-column pours strengthening construction device, it is characterised in that: including Steel section member, flitch,
Glued board and plug-in unit；
Steel section member includes fashioned iron ontology and bending part, and Steel section member and bending part are integrally formed；
Several jacks are set on fashioned iron ontology；
The small upper end in the lower end of plug-in unit is greatly to guarantee that plug-in unit is inserted into jack but cannot pass through jack；
Fashioned iron anchor ear includes four Steel section members, and ending is connected between each Steel section member, and is fastened with plug-in unit.
2. a kind of fashioned iron hood type concrete single-column according to claim 1 pours strengthening construction device, it is characterised in that:
Jack is at least two rows, every socket hole number at least two.
3. a kind of fashioned iron hood type concrete single-column according to claim 2 pours strengthening construction device, it is characterised in that:
The length of jack is at least 30mm.
4. a kind of fashioned iron hood type concrete single-column according to claim 1 pours strengthening construction device, it is characterised in that:
Steel section member is made of I-steel.
5. a kind of fashioned iron hood type concrete single-column according to claim 1 pours strengthening construction device, it is characterised in that:
The length of Steel section member is 1530mm.
6. a kind of fashioned iron hood type concrete single-column according to claim 1 pours strengthening construction device, it is characterised in that:
The thickness of Steel section member is not less than 6mm.
7. a kind of fashioned iron hood type concrete single-column according to claim 1 pours strengthening construction device, it is characterised in that:
Bending part length is at least 100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820769852.0U CN208235943U (en) | 2018-05-23 | 2018-05-23 | A kind of fashioned iron hood type concrete single-column pours strengthening construction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820769852.0U CN208235943U (en) | 2018-05-23 | 2018-05-23 | A kind of fashioned iron hood type concrete single-column pours strengthening construction device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208235943U true CN208235943U (en) | 2018-12-14 |
Family
ID=64581014
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820769852.0U Expired - Fee Related CN208235943U (en) | 2018-05-23 | 2018-05-23 | A kind of fashioned iron hood type concrete single-column pours strengthening construction device |
Country Status (1)
| Country | Link |
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| CN (1) | CN208235943U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442695A (en) * | 2018-05-23 | 2018-08-24 | 中铁八局集团第四工程有限公司 | A kind of shaped steel hood type concrete single-column pours strengthening construction device and method |
-
2018
- 2018-05-23 CN CN201820769852.0U patent/CN208235943U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442695A (en) * | 2018-05-23 | 2018-08-24 | 中铁八局集团第四工程有限公司 | A kind of shaped steel hood type concrete single-column pours strengthening construction device and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181214 Termination date: 20200523 |