CN204894175U - Precast concrete reinforcing bar side stake mould - Google Patents
Precast concrete reinforcing bar side stake mould Download PDFInfo
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- CN204894175U CN204894175U CN201520673761.3U CN201520673761U CN204894175U CN 204894175 U CN204894175 U CN 204894175U CN 201520673761 U CN201520673761 U CN 201520673761U CN 204894175 U CN204894175 U CN 204894175U
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- jam plate
- reinforcing bar
- precast concrete
- concrete reinforcing
- base plate
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Abstract
The utility model provides a precast concrete reinforcing bar side stake mould, includes bottom plate, two blocks of side form boards to and can cover with opening and fit two jam plates between the side form board, the bottom plate is provided with the angle frame respectively on deviating from a side of two blocks of side form boards to connect bottom plate, side form board and angle frame fixed with bolt, nut, the jam plate is provided with the guide pillar in the one side towards the bottom plate to on available its is pegged graft and offer some spacing holes on side form board wherein, the jam plate is provided with a wedge in the one side of keeping away from the guide pillar, just the external diameter of wedge is from keeping away from the direction of jam plate reduces gradually, correspondingly, be provided with a hasp on another side form board, be used for matcing wedge on the jam plate to the incompatible lid cooperation industry that realizes the jam plate to two blocks of side form boards of close -fitting between accessible wedge and the hasp. The utility model discloses convenient operation has reduced the working strength of workman when the stake of precast concrete reinforcing bar side is prepared to usefulness side's stake mould, satisfies the enterprise to square stake mould utility demand.
Description
Technical field
The utility model belongs to Architectural Equipment manufacturing technology field, is specifically related to a kind of precast concrete reinforcing bar square pile die.
Background technology
Precast concrete reinforcing bar square pile refers to the square concrete Steel-bar Pile adopting professional mould to produce, construction quality is easier than bored concrete pile to be ensured, square concrete Steel-bar Pile is pile foundation material important in China's civil construction foundation engineering, flourish along with building industry, a kind of concrete product that in precast concrete reinforcing bar square pile Ye Shi China prefabricated components that speed of application is fast, output is larger.
Wherein, for the preparation of the square pile die of precast concrete reinforcing bar square pile, it mainly comprises base plate, be located at the side template of base plate both sides, and after carrying out pouring reinforcement cage with concrete, carry out the cover plate covering two pieces of side templates, to carry out compacting to the concrete be cast between base plate and two pieces of side templates.At present, existing square pile die, the mode that is connected and fixed between its cover plate and two pieces of side templates is also realized by bolt, nut, because its length of required precast concrete reinforcing bar square pile on duty is longer, the a large amount of bolt of such needs, nut make being connected and fixed between cover plate and side template, it substantially increases the working strength of workman, can not meet the production requirement of enterprise.
Utility model content
The purpose of this utility model is the precast concrete reinforcing bar square pile die for solving the problems of the technologies described above.
Particularly, a kind of precast concrete reinforcing bar square pile die, comprises base plate, is located at base plate both sides and two piece side templates vertically disposed relative to base plate, and can be covered on the jam plate between two pieces of side templates with opening; Wherein, described base plate is respectively arranged with corner bracket on the side deviating from two pieces of side templates, and base plate, side template and corner bracket is connected and fixed with bolt, nut; Described jam plate is provided with guide pillar in the side towards base plate, and available its is plugged on spacing hole that wherein one piece of side template offers; Described jam plate is provided with a chock in the side away from guide pillar, and the outer of described chock reduces gradually away from the direction of described jam plate without leave; Correspondingly, another block side template being provided with a snap close, for mating the chock on described jam plate, and by the incompatible jam plate that realizes of the close-fitting between chock and snap close operation being covered to two pieces of side templates.
As preferred version of the present utility model, described chock is connected with an angle bar in the side of contiguous jam plate by welding manner.
As preferred version of the present utility model, described chock and jam plate are set to integral structure.
As preferred version of the present utility model, described guide pillar is arranged on the middle part of jam plate, and is set to integral structure with jam plate.
As preferred version of the present utility model, the circular in cross-section of described guide pillar.
As preferred version of the present utility model, the both sides of described base plate offer many exhausting holes respectively side by side, and each exhausting hole of available bolt-through, and realize being fixedly connected with side template and corner bracket by nut.
As preferred version of the present utility model, the both sides of described base plate have 2 exhausting holes respectively side by side.
As preferred version of the present utility model, described base plate, two pieces of side templates and jam plate are prepared from by iron material.
Due to the application of technique scheme, the utility model has following beneficial effect:
Precast concrete reinforcing bar square pile die of the present utility model, realize covering assembling between jam plate and side template by the jam plate being used for covering two pieces of side templates being set to chock and the mode that snap close enters to coordinate, make this square pile die when preparing precast concrete reinforcing bar square pile, wherein one spacing hole on side template is opened by being plugged on by the side guide pillar of this jam plate, then by rotating jam plate until chock inserts the snap close on another block side template and fits tightly, so just can realize jam plate and operation is covered to two pieces of side templates, it is easy to operate, greatly can reduce the working strength of workman when preparing precast concrete reinforcing bar square pile by square pile die compared to existing technology, meet the user demand of enterprise for square pile die.
Accompanying drawing explanation
The schematic diagram of the precast concrete reinforcing bar square pile die that Fig. 1 provides for the utility model preferred embodiment.
Fig. 2 is the structural representation of chock in the utility model.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction the utility model.
Refer to Fig. 1, Fig. 2, the precast concrete reinforcing bar square pile die 100 that the utility model preferred embodiment provides, comprise base plate 10, be located at base plate 10 both sides and two piece side templates 20 vertically disposed relative to base plate 10, and the jam plate 30 that can be covered on opening between two pieces of side templates 20, wherein said base plate 10, two pieces of side templates 20 and jam plate 30 are prepared from by iron material.
As from the foregoing, described base plate 10, two pieces of side templates 20 jointly form a square accommodating cavity, and to realize precast concrete reinforcing bar square pile that this mould 100 prepares, it is square.Wherein, described base plate 10 is respectively arranged with corner bracket 40 on the side deviating from two pieces of side templates 20, and base plate 10, side template 20 and corner bracket 40 is connected and fixed by bolt (not shown), nut (not shown).Further, the base plate 10 of the present embodiment offers many exhausting holes 11 respectively side by side in its both sides, and each exhausting hole 11 of available bolt-through, and realizes being fixedly connected with side template 20 and corner bracket 40 by nut.That is, the mould 100 of the present embodiment is in the process preparing precast concrete reinforcing bar square pile, can by the demand used, side template 20 and corner bracket 40 are aimed at the through hole 11 of different row on base plate 10, then be connected and fixed with bolt, nut, reach the object of the relative spacing between adjustment two pieces of side templates 20, and then realize the effect that this mould 100 prepares the prefabricated native reinforcing bar square pile of different size.2 exhausting holes 11 are preferably offered in its both sides at base plate 10 of the mould 100 of the present embodiment.
Described jam plate 30 is being provided with guide pillar 31 towards the side of base plate 10, correspondingly, in the mould 100 of the present embodiment, one piece of side template 20 wherein offers spacing hole (not shown) on the top, side away from base plate 10, to mate the guide pillar 31 that described jam plate 30 is provided with.And this guide pillar can be plugged on the spacing hole of side template 20, and can rotate relative to spacing hole.Further, the cross section of described guide pillar 31 is set to circle, and this guide pillar 31 is arranged on the middle part of jam plate 30, and is set to integral structure with jam plate 30.
Described jam plate 30 is provided with a chock 32 in the side away from guide pillar 31, and the outer of described chock 32 reduces gradually away from the direction of described jam plate 30 without leave; Correspondingly, in the mould 100 of the present embodiment, another block side template is provided with a snap close 21, for mating the chock 32 on described jam plate 30, and realize jam plate 30 being mounted with at two pieces of side templates 20 by the close-fitting between chock 32 and snap close 21 is incompatible, and then realize jam plate 30 operation is covered for two pieces of side templates 20.
Snap close 21 is inserted and by the incompatible assembling intensity realizing this jam plate 30 pairs of side templates 20 and cover of the close-fitting between chock 32 and snap close 21 in order to improve chock 32, the jam plate 30 of the present embodiment is fixed with an angle bar 33 in the side of the contiguous jam plate 30 of chock 32 by welding manner, further, described chock 32 is set to integral structure with jam plate 30.
In sum, precast concrete reinforcing bar square pile die of the present utility model, realize covering assembling between jam plate and side template by the jam plate being used for covering two pieces of side templates being set to chock and the mode that snap close enters to coordinate, make this square pile die when preparing precast concrete reinforcing bar square pile, wherein one spacing hole on side template is opened by being plugged on by the side guide pillar of this jam plate, then by rotating jam plate until chock inserts the snap close on another block side template and fits tightly, so just can realize jam plate and operation is covered to two pieces of side templates, it is easy to operate, greatly can reduce the working strength of workman when preparing precast concrete reinforcing bar square pile by square pile die compared to existing technology, meet the user demand of enterprise for square pile die.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all do within spirit of the present utility model and principle any amendment, equivalent to replace and improvement etc., all should be included within protection domain of the present utility model.
Claims (8)
1. a precast concrete reinforcing bar square pile die, is characterized in that: comprise base plate, is located at base plate both sides and two piece side templates vertically disposed relative to base plate, and can be covered on the jam plate between two pieces of side templates with opening; Wherein, described base plate is respectively arranged with corner bracket on the side deviating from two pieces of side templates, and base plate, side template and corner bracket is connected and fixed with bolt, nut; Described jam plate is provided with guide pillar in the side towards base plate, and available its is plugged on spacing hole that wherein one piece of side template offers; Described jam plate is provided with a chock in the side away from guide pillar, and the outer of described chock reduces gradually away from the direction of described jam plate without leave; Correspondingly, another block side template being provided with a snap close, for mating the chock on described jam plate, and by the incompatible jam plate that realizes of the close-fitting between chock and snap close operation being covered to two pieces of side templates.
2. precast concrete reinforcing bar square pile die according to claim 1, is characterized in that: described chock is connected with an angle bar in the side of contiguous jam plate by welding manner.
3. precast concrete reinforcing bar square pile die according to claim 2, is characterized in that: described chock and jam plate are set to integral structure.
4. precast concrete reinforcing bar square pile die according to claim 1, is characterized in that: described guide pillar is arranged on the middle part of jam plate, and is set to integral structure with jam plate.
5. precast concrete reinforcing bar square pile die according to claim 4, is characterized in that: the circular in cross-section of described guide pillar.
6. precast concrete reinforcing bar square pile die according to claim 1, it is characterized in that: the both sides of described base plate offer many exhausting holes respectively side by side, and each exhausting hole of available bolt-through, and realize being fixedly connected with side template and corner bracket by nut.
7. precast concrete reinforcing bar square pile die according to claim 6, is characterized in that: the both sides of described base plate have 2 exhausting holes respectively side by side.
8. precast concrete reinforcing bar square pile die according to claim 1, is characterized in that: described base plate, two pieces of side templates and jam plate are prepared from by iron material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520673761.3U CN204894175U (en) | 2015-09-01 | 2015-09-01 | Precast concrete reinforcing bar side stake mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520673761.3U CN204894175U (en) | 2015-09-01 | 2015-09-01 | Precast concrete reinforcing bar side stake mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204894175U true CN204894175U (en) | 2015-12-23 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520673761.3U Active CN204894175U (en) | 2015-09-01 | 2015-09-01 | Precast concrete reinforcing bar side stake mould |
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| CN (1) | CN204894175U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106626049A (en) * | 2016-12-28 | 2017-05-10 | 宁波市时进农业设施工程设计有限公司 | Cement pile and manufacturing method thereof |
| CN106738231A (en) * | 2017-03-17 | 2017-05-31 | 顾东东 | Concrete-pile template die lamps structure |
| CN107520947A (en) * | 2016-06-21 | 2017-12-29 | 中国十七冶集团有限公司 | A kind of prefabricated column joint production mould and its application method |
| CN114770708A (en) * | 2022-03-23 | 2022-07-22 | 巫美珍 | Prefabricated reinforced concrete square pile and manufacturing method thereof |
-
2015
- 2015-09-01 CN CN201520673761.3U patent/CN204894175U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107520947A (en) * | 2016-06-21 | 2017-12-29 | 中国十七冶集团有限公司 | A kind of prefabricated column joint production mould and its application method |
| CN106626049A (en) * | 2016-12-28 | 2017-05-10 | 宁波市时进农业设施工程设计有限公司 | Cement pile and manufacturing method thereof |
| CN106738231A (en) * | 2017-03-17 | 2017-05-31 | 顾东东 | Concrete-pile template die lamps structure |
| CN114770708A (en) * | 2022-03-23 | 2022-07-22 | 巫美珍 | Prefabricated reinforced concrete square pile and manufacturing method thereof |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |