CN201391090Y - Reinforcement assembling mold for pier columns - Google Patents
Reinforcement assembling mold for pier columns Download PDFInfo
- Publication number
- CN201391090Y CN201391090Y CN200920107625U CN200920107625U CN201391090Y CN 201391090 Y CN201391090 Y CN 201391090Y CN 200920107625 U CN200920107625 U CN 200920107625U CN 200920107625 U CN200920107625 U CN 200920107625U CN 201391090 Y CN201391090 Y CN 201391090Y
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- mould
- mold
- reinforcing bar
- molds
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Abstract
A reinforcement assembling mold for pier columns comprises molds, stressed rod parts and connecting bolts. The molds are connected with the stressed rod parts via the connecting bolts, power-assisted supporting structures are welded on the peripheries of the molds, tooth slots are uniformly arranged on inner sides of the molds, wherein the molds comprise a first mold, a second mold and a third mold, the first mold, the second mold and the third mold are vertically parallelly connected to the stressed rod parts via the connecting bolts, and the molds are circular or elliptic. When using the reinforcement assembling mold for pier columns, after being fixed, the reinforcement assembling mold can be used for controlling space, array pitch and protection layers of reinforcements, the mounted reinforcements are transversely flat and vertically straight and are uniform in interval, smooth in baseline and reasonable in structure, thereby increasing precision of reinforcement installation. Simultaneously, the reinforcement assembling mold can be reused with obvious technical effects and can be applied to construction of reinforcement assembling of a plurality of pier columns.
Description
Technical field
The utility model relates to a kind of pier stud reinforcing bar binding mould.Belong to pier stud reinforcement construction colligation technical field of mold.
Background technology
In highway, railroad bridge construction and some other infrastructure construction, can relate to the construction of pier stud inevitably, as large-scale column on bridge pier, pier cap and other infrastructure of bridge etc., pier stud construction is to guarantee the important step of construction speed, construction quality completely, and difficulty is big, quality requirement is high, time-consuming many, greatly dangerous.Using pier stud construction more widely in the prior art all is to adopt traditional pier stud reinforcing bar binding method, its binding method is to carry out the reinforcing bar setting-out on the basis of pier stud or cushion cap, then reinforcing bar is pursued the root colligation, carrying out cement again after colligation is intact builds, form pier stud at last, it is long that the job practices of this pier stud follows the time, relatively more traditional, also more firm, but this method colligation difficulty of construction is big, at the bottom of the accuracy, the reinforcement installation difficult quality guarantee, maximum problem is that this method is to carry out colligation by ground of workman fully, not by any shaper, so just seriously restricted speed of application, and, because human factor, in the control of specification and hold and just be difficult to reach accurate.
The utility model content
The utility model provides a kind of pier stud reinforcing bar binding mould in order to overcome the deficiency that prior art exists.
A kind of pier stud reinforcing bar binding mould of the present utility model is achieved through the following technical solutions:
A kind of pier stud reinforcing bar binding mould, comprise mould, stressed member, connecting bolt, described mould is connected with stressed member by connecting bolt, described mould peripheral solder power-assisted braced structures, described mould inboard evenly is provided with teeth groove, and mould and stressed member are reinforcing bar and manufacture and form, and the power-assisted braced structures is by angle bar and the reinforcing bar Combination Welding periphery at mould, to reach reinforcing and the supporting role to mould, teeth groove is to be disposed in an evenly spaced relation in the mould inboard with lengths of rebar by welding.
The colligation mould is the integral body that is formed by connecting by connecting bolt and stressed member by three Pin moulds, described mould comprises a Pin mould, the 2nd Pin mould, the 3rd Pin mould, a described Pin mould, the 2nd Pin mould, the 3rd Pin mould is connected on the stressed member up and down by connecting bolt abreast, the plane of i.e. Pin mould formation, the plane that the 2nd Pin mould forms, the plane that the 3rd Pin mould forms is parallel to each other, stressed member can be six or eight, and reasonably be connected with mould, to guarantee the stable of pier stud reinforcing bar binding mould, firmly, the distance between about this three Pin mould is decided according to the construction needs.
Described mould is one of circular, oval, and circular die is used for the reinforcing bar binding of circular pier stud, and this pier stud is widely used in buildings such as building, and oval mould is widely used in the construction of the elevated bridge bridge pier of highway, railway.
Bridge pier reinforcing bar binding mould of the present utility model has following beneficial effect with respect to prior art:
1, adopts pier stud reinforcing bar binding mould of the present utility model, only need the reinforcing bar mould is positioned, can control its spacing, array pitch and topping by the reinforcing bar mould then, the reinforcing bar of installing horizontal flat vertically, spacing is even, baseline is smooth, rational in infrastructure, thereby improved the precision of reinforcement installation, simultaneously, the reinforcing bar mould can reuse, technique effect is obvious, can be used for the reinforcing bar binding construction of a plurality of pier studs;
2, a kind of pier stud reinforcing bar binding mould of the present utility model, construction equipment is simple, adopts simple utensil such as reinforcing bar, angle bar, bolt to process, artificial location and installation, processing charges is cheap;
3, adopt a kind of pier stud reinforcing bar binding mould of the present utility model to carry out bridge construction, can accelerating construction progress, save the labour, reach the efficient, quick of construction.
Description of drawings
Fig. 1 is a kind of pier stud reinforcing bar binding mould stereogram of the present utility model;
Fig. 2 is a kind of pier stud reinforcing bar binding mould elevation of the present utility model;
Fig. 3 is used for the reinforcing bar binding mould vertical view of bridge pier pier cap for a kind of pier stud reinforcing bar binding mould of the present utility model;
Fig. 4 is the oval mould plan view of a kind of pier stud reinforcing bar binding mould of the present utility model;
Fig. 5 is a kind of pier stud reinforcing bar binding mould circular die plan view of the present utility model.
The specific embodiment
Understand the technical solution of the utility model for one of ordinary skill in the art can be known, existing in conjunction with the accompanying drawings the utility model being done further at large illustrates:
A kind of pier stud reinforcing bar binding mould as Fig. 1, Fig. 2 and shown in Figure 3, comprises mould 1, stressed member 4, connecting bolt 5, and mould 1 is connected with stressed member 4 by connecting bolt 5, mould 1 peripheral solder power-assisted braced structures 3, and mould 1 inboard evenly is provided with teeth groove 2.
As shown in Figure 3, mould 1 comprises that a Pin mould 11, the 2nd Pin mould 12, the 3rd Pin mould 13, the one Pin moulds 11, the 2nd Pin mould 12, the 3rd Pin mould 13 are connected on the stressed member 4 up and down abreast by connecting bolt 5.
As Fig. 4 and shown in Figure 5, mould 1 is one of circular, oval.
Method for production:
At first forge into circle or oval mould 1 with reinforcing bar, the perforation of connecting bolt 5 is set on mould 1 then, peripheral solder power-assisted braced structures 3 at mould 1, at the inboard of mould 1 welding teeth groove 2, teeth groove 2 can adopt the long reinforcing bar of 20-30mm to be welded on the inboard of mould 1 according to even interval, simultaneously, the perforation of connecting bolt 5 is set also in the relevant position of stressed member 4, stressed member 4 is connected and fixed by connecting bolt 5, promptly forms pier stud colligation mould.During use, only need that the reinforcing bar that needs colligation is placed also colligation and on teeth groove 2, can carry out the construction of post.
Embodiment 1:
Stressed member 4 (certain radian is arranged) in stressed member 4 of the present utility model is made into as shown in Figure 2, simultaneously with mould according to a Pin mould 11, the 2nd Pin mould 12, the 3rd Pin mould 13 diameter from big to small order (concrete specification can formulate as required) successively from top to bottom, can be made into pier cap reinforcing bar binding mould, be used for the construction of the pier cap of highway and railway viaduct pier.When a Pin mould 11, the 2nd Pin mould 12, the 3rd Pin mould 13 were circle, the reinforcing bar binding mould that is made into so was circular pier pier cap reinforcing bar binding mould.When a Pin mould 11, the 2nd Pin mould 12, the 3rd Pin mould 13 were ellipse, the reinforcing bar binding mould that is made into so was oval bridge pier pier cap reinforcing bar binding mould, as shown in Figure 3.
Embodiment 2:
When the diameter (specification) of a Pin mould 11, the 2nd Pin mould 12, the 3rd Pin mould 13 was identical, as shown in Figure 1, stressed member 4 was a linear pattern, at this moment manufactures the reinforcing bar binding mould that forms and is pier shaft reinforcing bar binding mould.If adopt circular die this moment, the pier shaft reinforcing bar binding mould that is made into so is circular reinforcing bar binding mould, adopts oval mould this moment as figure, and the pier shaft reinforcing bar binding mould that is made into so is oval reinforcing bar binding mould.Adopt pier stud reinforcing bar binding mould of the present utility model; only need the reinforcing bar binding mould is positioned; can control its spacing, array pitch and topping by the reinforcing bar binding mould then; the reinforcing bar of installing horizontal flat vertically, spacing is even, baseline is smooth, rational in infrastructure; thereby improved the precision of reinforcement installation; simultaneously; the reinforcing bar binding mould can reuse (after the pier stud pouring construction is finished; the reinforcing bar binding mould can be pulled down again and be used); technique effect is obvious, can be used for the reinforcing bar binding construction of a plurality of pier studs.
Claims (3)
1, a kind of pier stud reinforcing bar binding mould, it is characterized in that, comprise mould (1), stressed member (4), connecting bolt (5), described mould (1) is connected with stressed member (4) by connecting bolt (5), described mould (1) peripheral solder power-assisted braced structures (3), the inboard teeth groove (2) that evenly is provided with at interval of described mould (1).
2, a kind of pier stud reinforcing bar binding mould as claimed in claim 1, it is characterized in that, described mould (1) comprises a Pin mould (11), the 2nd Pin mould (12), the 3rd Pin mould (13), and a described Pin mould (11), the 2nd Pin mould (12), the 3rd Pin mould (13) are connected up and down on the stressed member (4) abreast by connecting bolt (5).
3, a kind of pier stud reinforcing bar binding mould as claimed in claim 1 is characterized in that, described mould (1) is one of circular, oval.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920107625U CN201391090Y (en) | 2009-04-30 | 2009-04-30 | Reinforcement assembling mold for pier columns |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920107625U CN201391090Y (en) | 2009-04-30 | 2009-04-30 | Reinforcement assembling mold for pier columns |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201391090Y true CN201391090Y (en) | 2010-01-27 |
Family
ID=41597913
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200920107625U Expired - Lifetime CN201391090Y (en) | 2009-04-30 | 2009-04-30 | Reinforcement assembling mold for pier columns |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201391090Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065573A (en) * | 2016-07-12 | 2016-11-02 | 中国路桥工程有限责任公司 | Pier stud pallet reinforcing bar binding mould and construction method thereof |
| CN108035243A (en) * | 2017-12-19 | 2018-05-15 | 中交三航（厦门）工程有限公司 | Bicycle occupation bridge pillarwork and its construction method |
| CN108824209A (en) * | 2018-07-19 | 2018-11-16 | 中铁十局集团第五工程有限公司 | The construction method and positioning clamping fixture of pier shaft reinforcing bar |
| CN110700578A (en) * | 2019-09-05 | 2020-01-17 | 中国十七冶集团有限公司 | Industrialized house wall top formwork and steel bar positioning frame device thereof |
-
2009
- 2009-04-30 CN CN200920107625U patent/CN201391090Y/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065573A (en) * | 2016-07-12 | 2016-11-02 | 中国路桥工程有限责任公司 | Pier stud pallet reinforcing bar binding mould and construction method thereof |
| CN108035243A (en) * | 2017-12-19 | 2018-05-15 | 中交三航（厦门）工程有限公司 | Bicycle occupation bridge pillarwork and its construction method |
| CN108035243B (en) * | 2017-12-19 | 2024-02-06 | 中交三航局第六工程(厦门)有限公司 | Bridge pier column structure special for bicycle and construction method thereof |
| CN108824209A (en) * | 2018-07-19 | 2018-11-16 | 中铁十局集团第五工程有限公司 | The construction method and positioning clamping fixture of pier shaft reinforcing bar |
| CN110700578A (en) * | 2019-09-05 | 2020-01-17 | 中国十七冶集团有限公司 | Industrialized house wall top formwork and steel bar positioning frame device thereof |
| CN110700578B (en) * | 2019-09-05 | 2021-06-01 | 中国十七冶集团有限公司 | Industrialized house wall top formwork and steel bar positioning frame device thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100127 |
|
| CX01 | Expiry of patent term |