CN211037830U - A template positioning system for casting smash concrete - Google Patents
A template positioning system for casting smash concrete Download PDFInfo
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- CN211037830U CN211037830U CN201921710875.5U CN201921710875U CN211037830U CN 211037830 U CN211037830 U CN 211037830U CN 201921710875 U CN201921710875 U CN 201921710875U CN 211037830 U CN211037830 U CN 211037830U
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Abstract
The utility model provides a template positioning system for watering and smashing concrete. This template positioning system includes the basal plane, the template, vertical reinforcing bar, horizontal reinforcement and locator, the template setting is on the basal plane, it has the control sideline to mark on the basal plane, the locator includes connecting reinforcement, sleeve and adjusting screw, connecting reinforcement's first end stretches into the inside of basal plane, connecting reinforcement's second end welds on telescopic side perisporium, be provided with the internal thread inside the sleeve, adjusting screw's external screw thread and telescopic internal thread phase-match, adjusting screw's one end is passed the sleeve and is connected with the template. The template positioning system can position the root position of the template, and prevent the template from shifting in the process of pouring and tamping concrete. Meanwhile, the installation method also avoids the damage to the concrete internal pipeline.
Description
Technical Field
The utility model relates to a building field specifically is a template positioning system for watering and smashing concrete.
Background
In order to control the position of the root of the template, the position of the root of the template is usually controlled by welding a horizontal short steel bar on a vertical steel bar of a concrete column or a wall according to a concrete column or a wall boundary measured on a floor, or implanting a steel bar head after drilling holes on the periphery of the root of the column wall by using an electric drill. The two construction methods have the following disadvantages: the first method is easy to burn the vertical stressed steel bars, so that the stress of the structure is influenced, and the potential quality safety hazard is caused; in the second method, the electric drill is easy to drill a wire pipe or a water pipe and the like pre-buried in a floor, the concrete internal pipeline can be damaged, the labor intensity of workers is high, the production efficiency is low, and certain potential safety hazards exist on the quality of a main structure.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a can prevent that template aversion is used for watering and smashes concrete's template positioning system.
In order to realize foretell purpose, the utility model provides a template positioning system for watering and smashing concrete includes the basal plane, the template, vertical reinforcing bar and horizontal reinforcement, the template sets up on the basal plane, the control sideline has been marked on the basal plane, the medial surface and the control sideline coincidence of template, vertical reinforcing bar is located the inboard of template and stretches into the inside of basal plane, horizontal reinforcement is used for fixed vertical reinforcing bar, template positioning system still includes the locator, the locator includes connecting reinforcement, sleeve and adjusting screw, the inside of basal plane is stretched into to connecting reinforcement's first end, connecting reinforcement's second end welds on telescopic side perisporium, be provided with the internal thread inside the sleeve, adjusting screw's external screw thread and telescopic internal thread phase-match, adjusting screw's one end is passed the sleeve and is connected with the template.
According to the scheme, the position of the adjusting screw rod in the axial direction can be changed by rotating the adjusting screw rod, so that one end of the adjusting screw rod is flush with the control sideline, and then the template is installed opposite to the control sideline, so that the template can be installed on a preset position. Because adjusting screw's one end is connected with the template, plays the positioning action to the root position of template, prevents to prop up and establishes the template and reinforced in-process emergence displacement to can guarantee just can not cause the aversion owing to the impact of concrete at the in-process template root of pouring and pounding the concrete, the shape that the template encloses just can not change like this, the phenomenon that the shaping post concrete can not appear not meeting the requirements yet.
Preferably, the number of the control edges is more than two, the number of the templates is equal to the number of the control edges, and the templates and the control edges are arranged in a one-to-one manner.
In the above scheme, the control edge plays a role in positioning the template. When the template is installed, the inner side surface of the template is overlapped with the corresponding control sideline. The number of the control edge lines can be two, three, four or more, the control edge lines can also form a T-shaped figure, a triangular figure, a square figure, a pentagonal figure or other figures, and the specific shape is determined according to actual needs. If the number of the control edge lines is four, the long side of the inner side of the template coincides with the longer control edge line, and the short side of the inner side of the template coincides with the shorter control edge line.
Further, the height between the second end of the connecting bar and the upper surface of the foundation surface is 50 to 70 mm.
In the above-mentioned solution, if the length of the connecting reinforcement bar beyond the foundation surface portion is too long, the locator may be installed unstably, and the locator may be displaced by the impact of the concrete during the formwork erection and reinforcement and the concrete pouring, so that the formwork may be displaced.
The positioning device is arranged on each side face, and the number of the positioning devices arranged on the same side face is more than two.
In the above scheme, since the length of the template is long, if only one or two locators are arranged at each template, the locating effect of the locators is poor. More than two locators can be provided to better locate the template.
The further proposal is that the axis of the adjusting screw is vertical to the plane of the template corresponding to the adjusting screw, and one end of the adjusting screw is flush with the corresponding control sideline.
It is a further aspect that in the locator provided at the same side, the distance between the connection bar and the control edge is 40 to 60 mm.
In the above scheme, the length of the adjusting screw is short, and generally does not exceed 200 mm. If the distance between the connecting steel bar and the control sideline is too long, the length of the part of the adjusting screw for rotation is too short, and inconvenience is brought to the rotation of the adjusting screw.
In a further scheme, in the positioners arranged on the same side face, the distance between every two adjacent positioners is 500mm, and the two adjacent adjusting screws are positioned on the same height.
In the above scheme, if the distance between two adjacent locators is too large, the locating effect of the locators on the corresponding templates is affected. In the positioning devices arranged on the same side face, if the heights of different positioning screws are different, the best positioning effect is achieved on the root position of the template.
In a further aspect, in the first side surface and the second side surface perpendicular to each other, a height of the adjustment screw provided on the first side surface is different from a height of the adjustment screw provided on the second side surface.
In the above-mentioned solution, a right angle is formed at the perpendicular intersection of the first side surface and the second side surface, and if the adjusting screw rod disposed on the first side surface and the adjusting screw rod disposed on the second side surface are located at the same height, the two adjusting screw rods easily interfere with each other, and a lot of inconvenience occurs when the adjusting screw rods are adjusted.
In a further scheme, the specification of the connecting steel bar is phi 10-14 mm, the length is 130-170 mm, and the length of the adjusting screw rod is 150-200 mm.
Drawings
Figure 1 is the structure diagram of the embodiment of the connecting steel bar and the sleeve of the utility model.
Figure 2 is a block diagram of an embodiment of the positioner of the present invention.
Fig. 3 is a block diagram of a hidden template in an embodiment of the template positioning system of the present invention.
Fig. 4 is a partial block diagram of an embodiment of the template positioning system of the present invention.
Fig. 5 is a flow chart of the method for installing the formwork positioning system of the present invention.
The present invention will be further explained with reference to the drawings and examples.
Detailed Description
Referring to fig. 1 to 3, the fixture 1 includes a connection bar 11, a sleeve 12, and an adjustment screw 13, a first end of the connection bar 11 extending into the interior of the foundation surface 2, and a second end of the connection bar 11 welded to a side circumferential wall of the sleeve 12. An internal thread is arranged inside the sleeve 12, an external thread of the adjusting screw 13 is matched with the internal thread of the sleeve 12, and one end of the adjusting screw 13 penetrates through the sleeve 12. The height between the second end of the connecting reinforcement 11 and the upper surface of the foundation surface 2 is 50mm to 70 mm.
In the embodiment, the connecting bar 11 has a specification of Φ 10mm to 14 mm, a length of 130mm to 170mm, and a length of the adjusting screw 13 of 150mm to 200 mm.
Referring to fig. 3 and 4, the formwork positioning system provided in this embodiment includes a foundation surface 2, a formwork 3, a vertical steel bar 4, and a horizontal steel bar 5, where the formwork 3 is disposed on the foundation surface 2, a control sideline 6 is marked on the foundation surface 2, an inner side surface of the formwork 3 coincides with the control sideline 6, and the vertical steel bar 4 is located inside the formwork 3 and extends into the foundation surface 2. The horizontal bars 5 are used to fix the vertical bars 4. The template positioning system further comprises a positioner 1, an adjusting screw 13 is arranged on the positioner 1, and one end of the adjusting screw 13 penetrates through the sleeve 12 to be connected with the template 3. The template 3 is a wood plate, and the positioner 1 is made of common steel bars.
In the present embodiment, the number of the control borderlines 6 is two or more, the number of the templates 3 is equal to the number of the control borderlines 6, and the templates 3 and the control borderlines 6 are provided one-to-one. The number of the control edge lines 6 can be two, three, four or more, the control edge lines 6 can also form a T-shape, a triangle, a square, a pentagon or other figures, and the specific shape is determined according to the actual needs. If the number of control borderlines 6 is four, the inner long side of the template 3 coincides with the longer control borderline 6 and the inner short side of the template 3 coincides with the shorter control borderline 6. Each template 3 forms one side of the overall template positioning system. Each side is provided with a positioner 1, and the number of the positioners 1 arranged on the same side is more than two. Due to the long length of the templates 3, if only one or two locators 1 are disposed on each template 3, the locating effect of the locators 1 is not good. The provision of more than two locators 1 may provide for better locating of the template 3.
In the present embodiment, the axis of the adjusting screw 13 is perpendicular to the plane of the template 3 corresponding to the adjusting screw 13, and one end of the adjusting screw 13 is flush with the corresponding control sideline 6. In the locator 1 provided at the same side, the distance between the connecting bar 11 and the control sideline 6 is 40mm to 60 mm. The length of the adjusting screw 13 is short and generally does not exceed 200 mm. If the distance between the connecting reinforcement 11 and the control sideline 6 is too long, the length of the part of the adjusting screw 13 for rotation is too short, which causes inconvenience in rotating the adjusting screw 13.
In the present embodiment, in the locators 1 disposed at the same side, the distance between two adjacent locators 1 is 500mm, and two adjacent adjusting screws 13 are located at the same height. If the distance between two adjacent locators 1 is too large, the locating effect of the locator 1 on the corresponding template 3 is affected. In the positioner 1 provided at the same side, if the heights of the different positioning screws 13 are different, the best positioning effect is achieved for the root position of the template 3.
In the present embodiment, in the first side surface and the second side surface perpendicular to each other, the height of the adjustment screw 13 provided on the first side surface is different from the height of the adjustment screw 13 provided on the second side surface. If a right angle is formed at the perpendicular intersection of the first side and the second side where the adjusting screw 13 provided on the first side and the adjusting screw 13 provided on the second side are located at the same height, the two adjusting screws 13 easily interfere with each other, and inconvenience is caused in the adjusting operation of the adjusting screws 13.
Referring to fig. 5, the installation method of the template positioning system provided by the embodiment includes the following steps: firstly, step S1 is executed to install the vertical steel bar 4; then, step S2 is performed to fix the vertical bars 4 using the horizontal bars 5; then, step S3 is executed to pour foundation concrete or floor concrete to form a foundation surface 2; then, step S4 is executed to mark the control edge line 6 on the base surface 2; then, step S5 is executed to embed the fixture 1 in the foundation surface 2; then, step S6 is executed to rotate the adjusting screw 13 so that one end of the adjusting screw 13 is flush with the corresponding control sideline 6; step S7: the formwork 3 is mounted so that the inner side of the formwork 3 coincides with the corresponding control sideline 6.
In this embodiment, in the process of executing step S3, the foundation surface 2 may be a concrete foundation surface or a floor surface. In the process of executing step S4, the number of the control edges 6 is four, and the four control edges 6 enclose a closed quadrangle. In the process of performing step S7, when the template 3 is mounted, the template 3 is fastened to the corresponding adjustment screw 13. During the process of installing the formworks 3, it is noted that the retainers 1 are provided at positions where the two formworks 3 form a right angle. This allows for a more secure positioning of the joint of the two forms 3. After step S7 is completed, concrete is poured into the form 3, and after the concrete fills the accommodating cavity formed by the form 3, the concrete inside the accommodating cavity is poured and tamped, and then the concrete is waited for forming.
While the invention has been shown and described with reference to the present embodiments and preferred versions thereof, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (9)
1. The utility model provides a template positioning system for casting and tamping concrete, template positioning system includes basal plane, template, vertical reinforcing bar and horizontal reinforcement, the template sets up on the basal plane mark the control sideline on the basal plane, the medial surface of template with the coincidence of control sideline, vertical reinforcing bar is located the inboard of template and stretch into the inside of basal plane, horizontal reinforcement is used for fixing vertical reinforcing bar, its characterized in that:
the template positioning system further comprises a positioner, the positioner comprises a connecting steel bar, a sleeve and an adjusting screw, the first end of the connecting steel bar extends into the inside of the foundation surface, the second end of the connecting steel bar is welded on the side peripheral wall of the sleeve, an internal thread is arranged inside the sleeve, an external thread of the adjusting screw is matched with the internal thread of the sleeve, and one end of the adjusting screw penetrates through the sleeve and is connected with the template.
2. The template positioning system of claim 1, wherein:
the number of the control sidelines is more than two, the number of the templates is equal to that of the control sidelines, and the templates and the control sidelines are arranged in a one-to-one mode.
3. The template positioning system of claim 2, wherein:
the height between the second end of the connecting reinforcement and the upper surface of the foundation surface is 50mm to 70 mm.
4. The template positioning system of claim 3, wherein:
the side surfaces are provided with the locators, and the number of the locators arranged on the same side surface is more than two.
5. The template positioning system of claim 4, wherein:
the axis of the adjusting screw is perpendicular to the plane of the template corresponding to the adjusting screw, and one end of the adjusting screw is flush with the corresponding control sideline.
6. The template positioning system of claim 4, wherein:
in the positioner arranged at the same side face, the distance between the connecting steel bar and the control sideline is 40mm to 60 mm.
7. The template positioning system of claim 4, wherein:
in the same locator that side department set up, the interval between two adjacent locators is 500mm, two adjacent adjusting screw is located same height.
8. The template positioning system of claim 4, wherein:
in a first side surface and a second side surface perpendicular to each other, a height of the adjusting screw rod provided on the first side surface is different from a height of the adjusting screw rod provided on the second side surface.
9. The template positioning system according to any of claims 1 to 8, wherein:
the specification of the connecting steel bar is phi 10mm to 14 mm, the length of the connecting steel bar is 130mm to 170mm, and the length of the adjusting screw rod is 150mm to 200 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921710875.5U CN211037830U (en) | 2019-10-12 | 2019-10-12 | A template positioning system for casting smash concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921710875.5U CN211037830U (en) | 2019-10-12 | 2019-10-12 | A template positioning system for casting smash concrete |
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| Publication Number | Publication Date |
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| CN211037830U true CN211037830U (en) | 2020-07-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921710875.5U Active CN211037830U (en) | 2019-10-12 | 2019-10-12 | A template positioning system for casting smash concrete |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110725539A (en) * | 2019-10-12 | 2020-01-24 | 江苏省华建建设股份有限公司 | Template positioning system for pouring and tamping concrete and installation method thereof |
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2019
- 2019-10-12 CN CN201921710875.5U patent/CN211037830U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110725539A (en) * | 2019-10-12 | 2020-01-24 | 江苏省华建建设股份有限公司 | Template positioning system for pouring and tamping concrete and installation method thereof |
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