CN209723017U - Column foundation cup mouth core model anti-floating system - Google Patents
Column foundation cup mouth core model anti-floating system Download PDFInfo
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- CN209723017U CN209723017U CN201920374364.4U CN201920374364U CN209723017U CN 209723017 U CN209723017 U CN 209723017U CN 201920374364 U CN201920374364 U CN 201920374364U CN 209723017 U CN209723017 U CN 209723017U
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Abstract
The utility model relates to construction, specifically a kind of column foundation cup mouth core model anti-floating system.Including column foundation, bed course and stake are successively arranged below column foundation, the top installation template of column foundation, core model is equipped in template, the two sides of template are respectively equipped with corresponding with the quadrangle of core model left front, it is left back, four groups of templates carry on the back distracted group before right and after right, it includes the first scaffold tubes and the second scaffold tubes being vertically set side by side that every group of template, which carries on the back distracted group, the height of first scaffold tubes is greater than the height of template, first is installed respectively between corresponding first scaffold tubes at left and right sides of template, second crossbar, longitudinal anti-floating bar is installed between first crossbar and second crossbar, anti-floating bar is located at the top of core model and affixed with core model.The utility model energy flexible modulation absolute altitude, fine tuning is convenient, and anti-floating force way is stress at the top of core model, significant effect in flitch clamp core model and by shearing resistance；Anti-floating system is not provided with tension rib, and saving steel reduces cost.
Description
Technical field
The utility model relates to construction, specifically a kind of column foundation cup mouth core model anti-floating system.
Background technique
It is well known that in building trade, the frequent finding of various types workshop, in addition to part lightweight construction factory building foundation is adopted
With outside bolt or embedded part, remaining 90% or more column foundation is even more to compare all using rim of a cup form, especially metallurgy industry workshop
It is.Using rim of a cup mode be convenient for pillar mounting and adjusting, however rim of a cup basis core model during casting concrete by lateral pressure
It causes core model to float, causes basic rim of a cup bottom absolute altitude higher, it is also necessary to secondary to pick chisel in narrow rim of a cup space, expense of not only taking a lot of work
When, it is extremely inconvenient also to construct.
107524156 A of Chinese utility model patent CN discloses a kind of cup column foundation core model anti-float method, the party
Method also uses sometimes in construction, but exists and need to be arranged tension rib, and tension rib cannot reuse, and increase cost.Also
The method of the common fixed core model of one kind and anti-floating is core model to be clamped flitch, flitch both ends are fixed with iron nail using flitch
On the upper mould flitch back cord on rim of a cup basis, but that there is also flitches is not straight, intensity is not high, is be easy to cause wood by lateral pressure
Square bending deformation influences the molding quality in rim of a cup basis.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of column foundation cup mouth core model anti-floating systems, prevent on core model
Floating, height adjusts flexible and convenient.
The utility model solve its technical problem the technical solution adopted is that:
A kind of column foundation cup mouth core model anti-floating system, including column foundation are successively arranged bed course and stake, column below column foundation
The top installation template on basis, template is interior to be equipped with core model, and the two sides of template are respectively equipped with corresponding with the quadrangle of core model left front, left
Afterwards, four groups of templates carry on the back distracted group behind the right preceding and right side, and it includes the first scaffold tubes and second being vertically set side by side that every group of template, which carries on the back distracted group,
Scaffold tubes, the height of the first scaffold tubes are greater than the height of template, at left and right sides of template between corresponding first scaffold tubes respectively
First, second cross bar is installed, longitudinal anti-floating bar is installed between first crossbar and second crossbar, anti-floating bar is located at the top of core model
And it is affixed with core model.
The utility model by adopting the above technical scheme, compared with prior art, beneficial effect is:
Energy flexible modulation absolute altitude, fine tuning is convenient, and anti-floating force way is stress at the top of core model, and significant effect is clamped in flitch
Core model and by shearing resistance；Anti-floating system is not provided with tension rib, and saving steel reduces cost.
Further, the prioritization scheme of the utility model is:
First scaffold tubes are placed in the outside of the second scaffold tubes, and the second scaffold tubes are corresponding with the corner of core model.
Multiple Screw arbor with nut at both-ends are respectively equipped on the outside of the front-end and back-end of core model, the both ends of Screw arbor with nut at both-ends pass through mold respectively
Two sides and the first scaffolding steel pipe and the second scaffolding steel pipe it is affixed.
The height of second scaffold tubes and the height of template are concordant.
Detailed description of the invention
Fig. 1 is the floor map of the utility model embodiment；
Fig. 2 is the A-A diagrammatic cross-section of Fig. 1；
Fig. 3 is the B-B diagrammatic cross-section of Fig. 1；
In figure: column foundation 1；Bed course 2；Core model 3；Template 4；Left front template carries on the back distracted group of group 5；First scaffold tubes 5-1；Second
Scaffold tubes 5-2；Screw arbor with nut at both-ends 6；First crossbar 7；Right-angle coupler 8；Anti-floating bar 9；Reinforcement foundation 10；Flitch keel 11；Stake
12；Left back template carries on the back distracted group 13；Right front template carries on the back distracted group 14；Distracted group 15 of right rear mold backboard；Second crossbar 16.
Specific embodiment
The utility model is further illustrated with reference to the accompanying drawings and examples.
Referring to Fig. 1, Fig. 2, Fig. 3, a kind of column foundation cup mouth core model anti-floating system, by column foundation 1, bed course 2, core model 3, template
4, template carries on the back distracted group of group 5, Screw arbor with nut at both-ends 6, cross bar 7, right-angle coupler 8, anti-floating bar 9,12 structure of reinforcement foundation, flitch keel 11 and stake
At.The top of stake 12 is bed course 2, and the top of bed course 2 is column foundation 1, and reinforcement foundation 10 is equipped in column foundation 1.
The top installation section of column foundation 1 is rectangular template 4, installs core model 3, the present embodiment core mould 3 in template 4
For two pieces, flitch keel 11 are installed in template 4.The two sides of template 4 install respectively vertical left front template carry on the back distracted group 5, it is left back
Template carry on the back distracted group 13, right front template carry on the back four groups of templates behind distracted group 14 and the right side and carry on the back distracted group 15, four groups of templates carry on the back distracted group respectively with core model 4
Four angles it is corresponding.Every group of template is carried on the back distracted group and is made of the first scaffold tubes 5-1 and the second scaffold tubes 5-2, the first scaffold tubes 5-1
Be set side by side with the second scaffold tubes 5-2, the first scaffold tubes 5-1 is placed in the outside of the second scaffold tubes 5-2, the second scaffold tubes 5-2 with
The corner of core model 4 is corresponding.The height of first scaffold tubes 5-1 is greater than the height of template 4, the height and mould of the second scaffold tubes 5-2
The height of plate 4 is concordant, and the first upper end scaffold tubes 5-1 is higher than 200 millimeters of the upper end of the second scaffold tubes 5-2.
The left front template of the left and right sides of template 4 carries on the back distracted group 5 and right front template carry on the back the first scaffold tubes 5-1 between distracted group 14 it
Between first crossbar 7 is installed, the both ends of first crossbar 7 are connect by right-angle coupler with the first scaffold tubes 5-1.Left back template carries on the back distracted group
The first scaffold tubes 5-1 between 13 and distracted group 15 of right rear mold backboard installs second crossbar 16, and the both ends of second crossbar 16 pass through straight
Angle fastener 8 is connect with the first scaffold tubes 5-1.Longitudinal anti-floating bar 9, anti-floating bar 9 are installed between first crossbar 7 and second crossbar 16
Positioned at the lower section of first crossbar 7 and the middle part of second crossbar 16, the both ends of anti-floating bar 9 by right-angle coupler 8 respectively with first crossbar 7
It is connected with second crossbar 16, anti-floating bar 9 is located at the top of core model 3, and anti-floating bar 9 is fixed by flitch and wedge-shaped chock and core model 3
Connection, anti-floating bar 9 and core model 3 can be reinforced by flitch and wedge-shaped chock, and effect is more preferable.The front-end and back-end of core model 3
Three Screw arbor with nut at both-ends 6 are installed in outside respectively, and the both ends of Screw arbor with nut at both-ends 6 are each passed through 4 two sides of mold and the first scaffold tubes 5-1 and the
Two scaffold tubes 5-2 are fixedly connected, and Screw arbor with nut at both-ends 6 is placed between the first scaffold tubes 5-1 and the second scaffold tubes 5-2 and passes through connecting plate
It is connected with nut.When core model 3 is larger, increase the quantity of cross bar and anti-floating bar 9 according to the area of the upper surface of core model 3；Cross bar
Diagonal brace is arranged to prevent in cross bar bent intermediate in also settable twice hyphen bar cooperation lead screw or hyphen bar and back cord when longer
It scratches.
The work progress of the present embodiment is: reinforcing bar binding, the closing of template 4, core model 3 are mounted in template 4；Reinforcing bar binding,
The closing of template 4, core model 3 are installed, and are installed four groups of templates in the outside of template 4 and are carried on the back distracted group, in 1 top short column short side of column foundation
Screw arbor with nut at both-ends 6 is arranged in rim of a cup core model 3 two sides in direction, carries on the back the distracted group of company of fixation to the template at the both ends and 4 two sides of template of drawing 6 bar of spiral shell
It connects.
The first scaffold tubes 5-1 by the both ends of first crossbar 7 respectively with scaffold tubes group 14 before left front scaffold tubes group 5 and the right side leads to
Cross and right-angle coupler 8 it is affixed, the both ends of second crossbar 16 respectively with left back scaffold tubes group 13 and the right side after scaffold tubes group 15 first
Scaffold tubes 5-1 with right-angle coupler 8 by being fixedly connected；The both ends of anti-floating bar 9 pass through with first crossbar 7 and second crossbar 16 respectively
Right-angle coupler 8 is fixedly connected, and anti-floating bar 9 is placed in the lower section of first crossbar 7 and second crossbar 16, and 9 quantity of anti-floating bar can be according to core
Mould size determines；Anti-floating bar 9 is fixed and held out against, casting concrete with core model 3.
Setting tension rib is not had in the basis of the utility model, top stress clamps core model by shearing anti-floating effect than flitch
Significantly, anti-floating bar can be one or two with flexible setting, easy to operate, energy flexible modulation absolute altitude, and fine tuning aspect cooperates flitch wedge
Sub- consolidation effect is more significant, and anti-floating force way is (end) stress at the top of core model, significant effect clamp core model in flitch and
By shearing resistance, saving steel reduces cost.
The above is only the preferred feasible embodiment of the utility model, not thereby limits to the power of the utility model
Sharp range, it is all with the variation of equivalent structure made by the utility model specification and accompanying drawing content, it is both contained in the utility model
Interest field within.
Claims (4)
1. a kind of column foundation cup mouth core model anti-floating system, including column foundation, bed course and stake, base for post are successively arranged below column foundation
The top installation template of plinth, template is interior to be equipped with core model, it is characterised in that: the two sides of template are respectively equipped with opposite with the quadrangle of core model
Four groups of templates behind left front, left back, the right preceding and right side are answered to carry on the back distracted group, it includes the first foot hand being vertically set side by side that every group of template, which carries on the back distracted group,
Pipe and the second scaffold tubes, the height of the first scaffold tubes are greater than the height of template, corresponding first scaffold tubes at left and right sides of template
Between the first, second cross bar is installed respectively, longitudinal anti-floating bar is installed, anti-floating bar is located at core between first crossbar and second crossbar
The top of mould is simultaneously affixed with core model.
2. column foundation cup mouth core model anti-floating system according to claim 1, it is characterised in that: the first scaffold tubes are placed in second
The outside of scaffold tubes, the second scaffold tubes are corresponding with the corner of core model.
3. column foundation cup mouth core model anti-floating system according to claim 1, it is characterised in that: the front-end and back-end of core model
Outside is respectively equipped with multiple Screw arbor with nut at both-ends, and the both ends of Screw arbor with nut at both-ends are each passed through two sides and the first scaffolding steel pipe and the of mold
Two scaffolding steel pipes are affixed.
4. column foundation cup mouth core model anti-floating system according to claim 1, it is characterised in that: the height of the second scaffold tubes with
The height of template is concordant.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920374364.4U CN209723017U (en) | 2019-03-23 | 2019-03-23 | Column foundation cup mouth core model anti-floating system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920374364.4U CN209723017U (en) | 2019-03-23 | 2019-03-23 | Column foundation cup mouth core model anti-floating system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209723017U true CN209723017U (en) | 2019-12-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920374364.4U Active CN209723017U (en) | 2019-03-23 | 2019-03-23 | Column foundation cup mouth core model anti-floating system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112482747A (en) * | 2020-11-23 | 2021-03-12 | 中国建筑第二工程局有限公司 | Indefinite-length aluminum die reinforcing device and die assembly and assembly method |
-
2019
- 2019-03-23 CN CN201920374364.4U patent/CN209723017U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112482747A (en) * | 2020-11-23 | 2021-03-12 | 中国建筑第二工程局有限公司 | Indefinite-length aluminum die reinforcing device and die assembly and assembly method |
| CN112482747B (en) * | 2020-11-23 | 2022-08-19 | 中国建筑第二工程局有限公司 | Indefinite-length aluminum die reinforcing device and die assembly and assembly method |
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