CN202324611U - Concrete column molding composition template - Google Patents
Concrete column molding composition template Download PDFInfo
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- CN202324611U CN202324611U CN 201120455289 CN201120455289U CN202324611U CN 202324611 U CN202324611 U CN 202324611U CN 201120455289 CN201120455289 CN 201120455289 CN 201120455289 U CN201120455289 U CN 201120455289U CN 202324611 U CN202324611 U CN 202324611U
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Abstract
The utility model relates to a concrete column molding composition template, which is particularly suitable for an occasion that the manufacture of mechanics performance members of reinforced concrete columns is researched under the environment and load coupling effect. The concrete column molding composition template is a template which can be freely composited and belongs to the field of civil engineering. The concrete column molding composition template comprises at least two division plates and two parallel end plates, wherein the division plates are vertically arranged between the two parallel end plates and are movably connected with the end plates. A column manufactured by the template can exert self-balancing counter-force and can be directly put in a real working state of a simulation component of an artificial environment simulation box, and the long-term load does not need to be exerted through a jack, a testing machine or a steel-structure counter-force frame. The problem that the time-varying mechanics performance of the component manufactured by the traditional template can not be researched under the environment and load coupling effect is solved.
Description
Technical field
The utility model relates to a kind of concrete column forming template, is particularly useful for the occasion of research reinforced concrete post mechanical property structure manufacture under environment and the load coupling, but is a kind of masterplate of arbitrary combination, belongs to field of civil engineering.
Background technology
Concrete structure is work under certain load action all; And standing multiple factor such as sclerosis, infiltration, freeze thawing, chemical erosion synergy, the achievement in research of not having concrete durability under the load action in a large number is the residing virtual condition of reflect structure rationally.For this reason, the long-term time-varying force of reinforced concrete member is learned focus and the difficult point that performance becomes the civil engineering research field under research load and the environment coupled action.Study the mechanical property of member, at first will produce test component, and the prerequisite of making test component is the template that will have moulding to use.But there is following problem in existing template:
The one, existing concrete column template function singleness, a kind of template can only be made a kind of corresponding member, can only be used for making the axle center post like the template of making the axle center post, will process corresponding biasing post template separately when making biasing post.Not only workload is big, cost is high, the recycling number of times is low, and takes time and effort templates such as complicated operation, waste steel timber and use material;
The 2nd, existing concrete column template waste material, vertical pouring is all adopted in the cast of existing concrete post, and only the side direction template just needs 4, and the quality of vibrating is difficult for guaranteeing;
The 3rd, the member that the existing concrete column production goes out can only carry out bearingtest on long column testing machine or steel work reaction frame testing counter; This test generally is destructive testing; Can not consider to continue the influence of load action, the more difficult decay degraded performance of considering load and environment coupled action lower member.
The utility model content
The concrete column template is in the deficiency of some technical elements in the prior art in order to solve, and the utility model has been done improvement to the concrete column template, provides a kind of simple in structure, easy to operate, can be applicable to the template of axle center, small eccentricity and large eccentricity column production simultaneously.
The utility model solves the technical scheme that its technical problem adopted:
The utility model is a kind of concrete column forming gang form, comprises that at least two dividing plates and two end plates that laterally arrange, described divider upright are arranged between two parallel end plates and with end plate to flexibly connect.
As a kind of improvement, the described dividing plate of the utility model flexibly connects with end plate through at least one pair of the vertical groove pair that is arranged on the end plate.
As a kind of improvement, the described vertical groove of the utility model is to comprising two vertical grooves, and it is arranged at respectively on the relevant position of two parallel end plates.
As a kind of improvement; Comprise at least two vertical grooves on the described end plate of the utility model; Clear spacing between vertical groove and the vertical groove is poured into a mould the breadth of section of post with desire, and described vertical recess width is with the thickness of dividing plate, highly with the height of dividing plate.
As a kind of improvement; The utility model also comprises duct location-plate and pore-forming plastic pipe; The two ends of pore-forming plastic pipe are fixedly connected through the duct location-plate of perpendicular setting, are positioned at the square body space that end plate and dividing plate are formed, and the respective plate face of duct location-plate and end plate is close to.
As a kind of improvement, the utility model also comprises bracket profiled member and plate, and the bracket profiled member comprises riser, biside plate and support transverse slat; Riser is parallel with dividing plate, and the respective plate face of the biside plate of plate and bracket profiled member is close to, and biside plate and divider upright are close to, and riser, biside plate, support transverse slat and dividing plate are formed a four sides and all airtight space, following peripheral together.
As a kind of improvement; The utility model also comprises bracket profiled member and short pore-forming plastic pipe; Said bracket profiled member comprises riser, biside plate and support transverse slat, and riser is parallel with dividing plate, and biside plate and divider upright are close to; Riser, biside plate, support transverse slat and dividing plate are formed a four sides and all airtight space, following peripheral together; The two ends of short pore-forming plastic pipe are fixed through the duct location-plate of perpendicular setting, and the duct location-plate that contacts with end plate and the respective plate face of end plate are close to, and the respective plate face of the duct location-plate that contacts with the bracket profiled member and the biside plate of bracket profiled member is close to.
As a kind of improvement, the utility model also comprises fixedly reinforcement, and fixedly the outer panel face of reinforcement and two end plates is close to.
As a kind of improvement, the material of the described template of the utility model is steel, timber, organic glass or plastics.
The beneficial effect of the utility model mainly shows:
1, a kind of template can be applicable to the making of axle center, small eccentricity and large eccentricity post simultaneously, and is simple in structure, easy to operate;
2, this template adopts horizontal cast, and template significantly reduces with material, pour into a mould N pillar and only need N+1 piece side template, and traditional approach needs 4N piece side template, and obviously, the technical scheme of the utility model has been practiced thrift material, has reduced cost of manufacture;
3, adopt the post of this template construct can apply the self-balancing counter-force; Can directly put into the real work state of man-made environment simulation box simulation member; Need not to apply long duration load through jack, testing machine or steel work reaction frame, solved member that conventional template makes can't research environment with the load coupling under the deficiency of time-varying force performance.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the structural representation of end plate 1;
Fig. 3 is the structural representation of duct location-plate 3;
Fig. 4 is the structural representation of bracket profiled member 4;
Fig. 5 is embodiment 1 sketch map;
Fig. 6 is embodiment 2 sketch mapes;
Fig. 7 is embodiment 3 sketch mapes;
Among the figure, the 1st, end plate, the 2nd, dividing plate, the 3rd, the duct location-plate, the 4th, the bracket profiled member, the 5th, the pore-forming plastic pipe, the 6th, plate, the 7th, fixing reinforcement, the 8th, riser, the 9th, biside plate, the 10th, support transverse slat, the 11st, vertical groove, the 12nd, short pore-forming plastic pipe.
The specific embodiment
Fig. 1 is the structural representation of the utility model; The utility model is a kind of concrete column forming gang form; Comprising that at least two dividing plates 2 and two end plates that laterally arrange 1, dividing plates 2 are vertically installed between two parallel end plates 1 and with end plate 1 flexibly connects; Dividing plate 2 flexibly connects with end plate 1 through at least one pair of the vertical groove pair that is arranged on the end plate 1; Vertical groove is to comprising two vertical grooves 11, and it is arranged at respectively on the relevant position of two parallel end plates 1.Fig. 2 is the structural representation of end plate 1; Comprise at least two vertical grooves 11 on the end plate 1, the clear spacing between vertical groove 11 and the vertical groove 11 is with the breadth of section of desire cast post, and vertically groove 11 width are with the thickness of dividing plate 2, highly with the height of dividing plate 2.
Scheme 1: Fig. 3 is the structural representation of duct location-plate 3; The utility model also comprises duct location-plate 3 and pore-forming plastic pipe 5; The two ends of pore-forming plastic pipe 5 are fixedly connected through the duct location-plate 3 of perpendicular setting; Be positioned at the square body space of end plate 1 and dividing plate 2 compositions, the respective plate face of duct location-plate 3 and end plate 1 is close to.
Scheme 2: Fig. 4 is the structural representation of bracket profiled member 4; The utility model also comprises bracket profiled member 4 and plate 6 on the basis of scheme 1, bracket profiled member 4 comprises riser 8, biside plate 9 and supports transverse slat 10; Riser 8 is parallel with dividing plate 2, and plate 6 is close to the respective plate face of the biside plate 9 of bracket profiled member 4, biside plate 9 and 2 vertical being close to of dividing plate, and riser 8, biside plate 9, support transverse slat 10 and dividing plate 2 are formed a four sides and all airtight space, following peripheral together.
Scheme 3: the utility model also comprises bracket profiled member 4 and short pore-forming plastic pipe 12; Bracket profiled member 4 comprises riser 8, biside plate 9 and supports transverse slat 10; Riser 8 is parallel with dividing plate 2; Biside plate 9 and 2 vertical being close to of dividing plate, riser 8, biside plate 9, support transverse slat 10 and dividing plate 2 are formed a four sides and all airtight space, following peripheral together, and the two ends of short pore-forming plastic pipe 12 are fixing through the duct location-plate 3 of perpendicular setting; The duct location-plate 3 that contacts with end plate 1 is close to the respective plate face of end plate 1, and the duct location-plate 3 that contacts with bracket profiled member 4 is close to the respective plate face of the biside plate 9 of bracket profiled member 4.
Be described further through the technical scheme of specific embodiment below the utility model:
Fig. 5 is embodiment 1 sketch map; Two end plates 1 that have vertical groove 11 are vertically stood up in ground, the two ends of five dividing plates 2 are inserted respectively in five vertical grooves 11 of end plate 1; The plastic pvc pipe is penetrated duct location-plate 3, then pvc pipe and duct location-plate 3 are together put into the square body space that end plate 1 and dividing plate 2 are formed, the respective plate face of duct location-plate 3 and end plate 1 is close to, and is fixedly clamped with fixing reinforcement 7 again; Then, in formed space, pour concrete into, and it is fully vibrated, just plastic axle center concrete column, the duct is left at the concrete column center that cast is become, and can apply long-term service load through the self-balancing mode.
Fig. 6 is embodiment 2 sketch mapes; Two end plates 1 that have vertical groove 11 are vertically stood up in ground, with the two ends of three dividing plates 2 insert respectively end plate 1 both sides and middle three vertical grooves 11 in; The plastic pvc pipe is penetrated duct location-plate 3; Then plastic pvc pipe and duct location-plate 3 are together put into the square body space that end plate 1 and dividing plate 2 are formed; The duct location-plate 3 that contacts with end plate 1 is close to the respective face of end plate 1; The plate 6 that contacts with bracket profiled member 4 is close to the respective plate face of the biside plate 9 of bracket profiled member 4; Biside plate 9 and 2 vertical being close to of dividing plate, support transverse slat 10 and dividing plate 2 is formed a four sides and all airtight space, following peripheral together at riser 8, biside plate 9, are fixedly clamped with fixing reinforcement 7 again; Then, in formed space, pour concrete into, and it is fully vibrated, just plastic small eccentricity concrete column leaves the duct in the concrete column that cast is become, and can apply long-term service load through the self-supporting mode.
Fig. 7 is embodiment 3 sketch mapes; Equally, two end plates 1 that have vertical groove 11 are vertically stood up in ground, with the two ends of three dividing plates 2 insert respectively end plate 1 both sides and middle 3 vertical grooves 11 in; The two ends of short pore-forming plastic pipe 12 are penetrated duct location-plate 3; To lack the two ends and the duct location-plate 3 of pore-forming plastic pipe 12 then and together put into the square body space that end plate 1, dividing plate 2 and bracket profiled member 4 are formed; The riser 8 of bracket profiled member 4 is parallel with dividing plate 2; Biside plate 9 and 2 vertical being close to of dividing plate, riser 8, biside plate 9, support transverse slat 10 and dividing plate 2 are formed a four sides and all airtight space, following peripheral together, and the two ends of short pore-forming plastic pipe 12 are fixing through the duct location-plate 3 of perpendicular setting; The duct location-plate 3 that contacts with end plate 1 is close to the respective plate face of end plate 1; The duct location-plate that contacts with bracket profiled member 43 is close to the respective plate face of the biside plate 9 of bracket profiled member 4, and two short pore-forming plastic pipes 12 are arranged in each square space, is fixedly clamped with fixing reinforcement 7 again; Then, in formed space, pour concrete into, and it is fully vibrated, just plastic large eccentricity concrete column leaves the duct in the concrete column that cast is become, and can apply long-term service load through the self-supporting mode.
At last; It is also to be noted that what more than enumerate only is several specific embodiments of the utility model, obviously; The utility model is not limited to above embodiment; Many distortion can also be arranged, and all distortion that those of ordinary skill in the art can directly derive or associate from the disclosed content of the utility model all should be thought the protection domain of the utility model.
Claims (9)
1. a concrete column forming gang form is characterized in that, comprises that at least two dividing plates (2) and two end plates that laterally arrange (1), described dividing plate (2) are vertically installed between two parallel end plates (1) and with end plate (1) to flexibly connect.
2. concrete column forming gang form according to claim 1 is characterized in that, described dividing plate (2) flexibly connects with end plate (1) through at least one pair of the vertical groove pair that is arranged on the end plate (1).
3. concrete column forming gang form according to claim 2 is characterized in that, described vertical groove is to comprising two vertical grooves (11), and it is arranged at respectively on the relevant position of two parallel end plates (1).
4. according to claim 1 or 2 or 3 described concrete column forming gang forms; It is characterized in that; Comprise at least two vertical grooves (11) on the described end plate (1); Clear spacing between vertical groove (11) and the vertical groove (11) is with the breadth of section of desire cast post, the height of the thickness of the same dividing plate of described vertical groove (11) width (2), highly same dividing plate (2).
5. concrete column forming gang form according to claim 4; It is characterized in that; Also comprise duct location-plate (3) and pore-forming plastic pipe (5); The two ends of described pore-forming plastic pipe (5) are fixedly connected through the duct location-plate (3) of perpendicular setting, are positioned at the square body space that end plate (1) and dividing plate (2) are formed, and the respective plate face of described duct location-plate (3) and end plate (1) is close to.
6. concrete column forming gang form according to claim 5 is characterized in that, also comprises bracket profiled member (4) and plate (6), and described bracket profiled member (4) comprises riser (8), biside plate (9) and supports transverse slat (10); Described riser (8) is parallel with dividing plate (2); Described plate (6) is close to the respective plate face of the biside plate (9) of bracket profiled member (4); Biside plate (9) and vertical being close to of dividing plate (2), described riser (8), biside plate (9), support transverse slat (10) and dividing plate (2) are formed a four sides and all airtight space, following peripheral together.
7. concrete column forming gang form according to claim 4; It is characterized in that; Also comprise bracket profiled member (4) and short pore-forming plastic pipe (12); Said bracket profiled member (4) comprises riser (8), biside plate (9) and supports transverse slat (10) that described riser (8) is parallel with dividing plate (2), biside plate (9) and vertical being close to of dividing plate (2); Described riser (8), biside plate (9), support transverse slat (10) and dividing plate (2) are formed a four sides and all airtight space, following peripheral together; The two ends of described short pore-forming plastic pipe (12) are fixing through the duct location-plate (3) of perpendicular setting, and the duct location-plate (3) that contacts with end plate (1) is close to the respective plate face of end plate (1), and the duct location-plate (3) that contacts with bracket profiled member (4) is close to the respective plate face of the biside plate (9) of bracket profiled member (4).
8. according to claim 5 or 6 or 7 described concrete column forming gang forms, it is characterized in that, also comprise fixedly reinforcement (7), described fixedly reinforcement (7) is close to the outer panel face of two end plates (1).
9. concrete column forming gang form according to claim 8 is characterized in that, the material of described template is steel, timber, organic glass or plastics.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120455289 CN202324611U (en) | 2011-11-16 | 2011-11-16 | Concrete column molding composition template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120455289 CN202324611U (en) | 2011-11-16 | 2011-11-16 | Concrete column molding composition template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202324611U true CN202324611U (en) | 2012-07-11 |
Family
ID=46436591
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120455289 Withdrawn - After Issue CN202324611U (en) | 2011-11-16 | 2011-11-16 | Concrete column molding composition template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202324611U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102444279A (en) * | 2011-11-16 | 2012-05-09 | 浙江建设职业技术学院 | Forming composite template of concrete column |
| CN109877945A (en) * | 2019-01-23 | 2019-06-14 | 南昌大学 | A kind of pore-forming positioning construction method of beams of concrete reserving hole channel |
-
2011
- 2011-11-16 CN CN 201120455289 patent/CN202324611U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102444279A (en) * | 2011-11-16 | 2012-05-09 | 浙江建设职业技术学院 | Forming composite template of concrete column |
| CN102444279B (en) * | 2011-11-16 | 2014-05-07 | 浙江建设职业技术学院 | Forming composite template of concrete column |
| CN109877945A (en) * | 2019-01-23 | 2019-06-14 | 南昌大学 | A kind of pore-forming positioning construction method of beams of concrete reserving hole channel |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20120711 Effective date of abandoning: 20140507 |
|
| RGAV | Abandon patent right to avoid regrant |