CN219010838U - Arch skeleton template support - Google Patents
Arch skeleton template support Download PDFInfo
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- CN219010838U CN219010838U CN202222237465.1U CN202222237465U CN219010838U CN 219010838 U CN219010838 U CN 219010838U CN 202222237465 U CN202222237465 U CN 202222237465U CN 219010838 U CN219010838 U CN 219010838U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/25—Greenhouse technology, e.g. cooling systems therefor
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Abstract
The application relates to the technical field of roadbed construction, in particular to an arched framework template support, which can solve the problems that the template is not supported in the construction process, the template is directly built, the appearance line type is poor after framework forming easily, and reworking is required. The template support includes: the fixing plate is arranged in an arc shape and is used for fixing the line shape of the grout stone at the top arch position of the arch framework; the inner supporting structure comprises a first supporting beam and a second supporting beam, wherein two ends of the first supporting beam are respectively connected with two ends of the fixed plate, the first supporting beam is positioned on one side of the fixed plate, which is concave, the second supporting beam is positioned between the fixed plate and the first supporting beam, the first supporting beam is connected with the fixed plate and used for supporting the fixed plate and preventing the fixed plate from deforming.
Description
Technical Field
The application relates to the technical field of roadbed construction, in particular to an arched framework template support.
Background
At present, an arch skeleton is arranged on a general high slope roadbed, the outermost side of the arch skeleton is provided with a circle of concrete precast block, one end of the arch skeleton is buried in soil, the other end of the arch skeleton is exposed out of the road surface to form an isolation shape, and various flowers and plants shrubs in the skeleton play a role in retaining water and fixing soil. The arched framework after construction is a landscape line of roadbed engineering, and the construction quality of the arched framework depends on the construction and embedding quality of the grouted rubble and the concrete precast block on one hand, and on the other hand, whether the appearance of the arched framework is smooth and beautiful or not.
The traditional construction method comprises the steps of firstly measuring and paying off, determining two foot points of the arc end of an arch skeleton, then determining the outermost contour line of the skeleton by using a ruler measuring distance, and then sequentially and inwards measuring out the inner contour line of the concrete precast block. Then carrying out the construction tasks of manual excavation, subsequent grouting, precast block and plant planting.
However, the formwork is not supported in the construction process, the construction is directly carried out, the appearance linetype is poor after the framework is formed, and the problem of reworking is caused.
Disclosure of Invention
In order to solve and not prop up the template in the work progress, directly build by laying bricks or stones, lead to the outward appearance line type relatively poor after the skeleton shaping easily, cause the problem that needs to rework, this application provides an arch skeleton template support:
according to one aspect of embodiments of the present application, there is provided an arched skeletal template support, the template support comprising:
the fixing plate is arranged in an arc shape and is used for fixing the line shape of the grout stone at the top arch position of the arch framework;
the inner supporting structure comprises a first supporting beam and a second supporting beam, wherein two ends of the first supporting beam are respectively connected with two ends of the fixed plate, the first supporting beam is positioned on one side of the fixed plate, which is concave, the second supporting beam is positioned between the fixed plate and the first supporting beam, the first supporting beam is connected with the fixed plate and used for supporting the fixed plate and preventing the fixed plate from deforming.
In some embodiments, the inner support structure includes a plurality of second support beams uniformly distributed along a length direction of the fixing plate.
In some embodiments, a plurality of the second support beams are connected at one end to the fixing plate and at the other end to the center point of the first support beam.
In some embodiments, the first support beam includes a plurality of first support bars, the plurality of first support bars are uniformly distributed along a width direction of the fixing plate, two ends of the first support bars are respectively connected with two ends of the fixing plate, and the plurality of first support bars are parallel to each other.
In some embodiments, a plurality of first reinforcing bars are connected between a plurality of the first supporting bars, the first reinforcing bars being perpendicular to the first supporting bars.
In some embodiments, the second support beam includes a plurality of second support bars, the plurality of second support bars are uniformly distributed along a width direction of the fixing plate, one end of the second support bar is connected with the fixing plate, the other end is connected with the first support beam, and the plurality of second support bars are parallel to each other.
In some embodiments, a plurality of second reinforcing bars are connected between a plurality of the second supporting bars, the second reinforcing bars being perpendicular to the second supporting bars.
In some embodiments, a plurality of second supporting bars in each second supporting beam are arranged corresponding to a plurality of first supporting bars, each first supporting bar corresponds to one second supporting bar in each second supporting beam, each first supporting bar and all corresponding second supporting bars are located on the same plane, and a plurality of first supporting bars and a plurality of second supporting bars corresponding to the first supporting bars form a plurality of supporting surfaces.
In some embodiments, one end of the second supporting bar is connected to the fixing plate, and the other end is connected to a center point of the corresponding first supporting bar.
In some embodiments, the first reinforcing ribs and the second reinforcing ribs are uniformly distributed along the length direction of the first supporting reinforcement or the second supporting reinforcement, respectively.
The beneficial effects of the application are that; through the arrangement of the fixing plate, when workers masonry the top arch position of the arch skeleton, the serous masonry sheet stones can be directly placed next to the fixing plate, so that the positions of the serous masonry sheet stones are conveniently fixed, and better linetype can be formed; further through setting up inside bearing structure, when building by laying bricks or stones, through inside bearing structure atress, can guarantee the size and the shape of arch skeleton, further through setting up first supporting beam and second supporting beam, can promote inside bearing structure's stability for inside bearing structure can bear bigger power, and prevent that the fixed plate from taking place to warp, thereby improve arch skeleton efficiency of construction and outward appearance effect greatly, shortened arch skeleton's construction cycle.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, a brief description will be given below of the drawings that are needed in the embodiments or the prior art descriptions, it being obvious that the drawings in the following description are some embodiments of the present application, and that other drawings may be obtained according to these drawings without inventive effort to a person skilled in the art.
FIG. 1 is a schematic diagram of a front view of a formwork support according to one embodiment of the present application;
fig. 2 shows a schematic structural view of another view of a die holder in another embodiment of the present application.
Description of the drawings: 110. a fixing plate; 120. a first support beam; 121. a first support bar; 122. a first reinforcing bar; 130. a second support beam; 131. a second support bar; 132. and a second reinforcing steel bar.
Detailed Description
For purposes of clarity, embodiments and advantages of the present application, the following description will make clear and complete the exemplary embodiments of the present application, with reference to the accompanying drawings in the exemplary embodiments of the present application, it being apparent that the exemplary embodiments described are only some, but not all, of the examples of the present application.
It should be noted that the brief description of the terms in the present application is only for convenience in understanding the embodiments described below, and is not intended to limit the embodiments of the present application. Unless otherwise indicated, these terms should be construed in their ordinary and customary meaning.
The terms "first," second, "" third and the like in the description and in the claims and in the above-described figures are used for distinguishing between similar or similar objects or entities and not necessarily for limiting a particular order or sequence, unless otherwise indicated. It is to be understood that the terms so used are interchangeable under appropriate circumstances.
The terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a product or apparatus that comprises a list of elements is not necessarily limited to all elements explicitly listed, but may include other elements not expressly listed or inherent to such product or apparatus.
At present, an arch skeleton is arranged on a general high slope roadbed, the outermost side of the arch skeleton is provided with a circle of concrete precast block, one end of the arch skeleton is buried in soil, the other end of the arch skeleton is exposed out of the road surface to form an isolation shape, and various flowers and plants shrubs in the skeleton play a role in retaining water and fixing soil. The arched framework after construction is a landscape line of roadbed engineering, and the construction quality of the arched framework depends on the construction and embedding quality of the grouted rubble and the concrete precast block on one hand, and on the other hand, whether the appearance of the arched framework is smooth and beautiful or not.
The traditional construction method comprises the steps of firstly measuring and paying off, determining two foot points of the arc end of an arch skeleton, then determining the outermost contour line of the skeleton by using a ruler measuring distance, and then sequentially and inwards measuring out the inner contour line of the concrete precast block. Then carrying out the construction tasks of manual excavation, subsequent grouting, precast block and plant planting.
However, the formwork is not supported in the construction process, the construction is directly carried out, the appearance linetype is poor after the framework is formed, and the problem of reworking is caused.
Accordingly, in view of the above problems, the present application proposes an arch skeleton formwork support.
The reinforced concrete beam form of the built-in section steel provided in the present application is described below with reference to fig. 1 to 2.
Fig. 1 is a schematic structural view of a front view of a template holder according to an embodiment of the present application, and fig. 2 is a schematic structural view of another view of a template holder according to another embodiment of the present application.
As shown in fig. 1, the formwork support includes:
and the fixing plate 110 is arranged in an arc shape and is used for fixing the line type of the mortar rubble at the top arch position of the arch framework.
Wherein, fixed plate 110 is arc steel sheet, is preferably semicircular steel sheet in this embodiment, and the inboard is used for being connected with inside bearing structure, and the outside is used for masonry slurry masonry, can fix the slurry masonry better to guarantee the linear type of the top arch position of arch skeleton.
The internal support structure comprises a first support beam 120 and a second support beam 130, wherein two ends of the first support beam 120 are respectively connected with two ends of the fixed plate 110, the first support beam 120 is positioned on one side of the fixed plate 110, which is concave, the second support beam 130 is positioned between the fixed plate 110 and the first support beam 120, and the first support beam 120 is connected with the fixed plate 110 for supporting the fixed plate 110 and preventing the fixed plate 110 from deforming.
The first support beam 120 connects two ends of the fixing plate 110, and can bear the pressure in the horizontal direction received by the fixing plate 110, and the second support beam 130 connects the fixing plate 110 with the first support beam 120, and can bear the pressure in the vertical direction and the inclined direction received by the fixing plate 110, so that the first support beam 120 and the second support beam 130 can prevent the fixing plate 110 from deforming.
It can be seen that, by setting the fixing plate 110 and setting the internal supporting structure inside the fixing plate 110, the worker can fix the grout stone better during construction, and ensure the line shape of the top arch position of the arch skeleton, and can bear the pressure from various directions better through the first supporting beam 120 and the second supporting beam 130 in the internal supporting structure, thereby preventing the fixing plate 110 from being deformed better.
In some embodiments, as shown in fig. 2, the internal support structure includes a plurality of second support beams 130, and the plurality of second support beams 130 are uniformly distributed along the length direction of the fixing plate 110.
In this embodiment, three second support beams 130 are preferably disposed in the fixing plate 110, so as to help to lift forces applied to the fixing plate 110 by the internal support structure in the vertical direction and the oblique direction, and uniformly distribute the three second support beams 130 along the radial direction of the fixing plate 110, so that when the fixing plate 110 is subjected to pressure in one direction or multiple directions, the pressure can be better distributed to other second support beams 130, thereby providing bearing capacity of the internal support structure.
In some embodiments, as shown in fig. 2, a plurality of second support beams 130 are connected to the fixing plate 110 at one end and connected to the center point of the first support beam 120 at the other end.
Wherein, the one ends of a plurality of second supporting beams 130 are respectively fixedly connected with the different positions of the fixed plate 110, the fixedly connected points are uniformly distributed along the length direction of the fixed plate 110, the other ends of a plurality of second supporting beams 130 are connected with the central point of the first supporting beam 120, the included angles between a plurality of second supporting beams 130 are equal, and the bearing capacity of the internal supporting structure can be better improved.
In some embodiments, as shown in fig. 2, the first support beam 120 includes a plurality of first support bars 121, the plurality of first support bars 121 are uniformly distributed along the width direction of the fixing plate 110, both ends of the first support bars 121 are respectively connected with both ends of the fixing plate 110, and the plurality of first support bars 121 are parallel to each other.
Wherein, first supporting beam 120 comprises a plurality of first supporting bars 121, in this embodiment, the preferred adoption two first supporting bars 121, two first supporting bars 121 set up respectively in the both sides of fixed plate 110 width direction, connect fixed both ends to when having guaranteed the bearing capacity, reduced the cost and the welding degree of difficulty of first supporting beam 120, also be convenient for the construction more.
In some embodiments, as shown in fig. 2, a plurality of first reinforcing bars 122 are connected between a plurality of the first supporting bars 121, and the first reinforcing bars 122 are perpendicular to the first supporting bars 121.
The first reinforcing steel bars 122 are connected between the plurality of first supporting steel bars 121, and can bear the pressure and the tension between the plurality of first supporting steel bars 121, so that the first supporting steel bars 121 are prevented from being deformed and damaged when being subjected to larger pressure, the bearing capacity of the first supporting beam 120 is improved, and meanwhile, the stability between the plurality of first supporting steel bars 121 is enhanced.
In some embodiments, as shown in fig. 2, the second support beam 130 includes a plurality of second support bars 131, the plurality of second support bars 131 are uniformly distributed in the width direction of the fixing plate 110, one end of the second support bars 131 is connected to the fixing plate 110, the other end is connected to the first support beam 120, and the plurality of second support bars 131 are parallel to each other.
Wherein, the second supporting beam 130 is composed of a plurality of second supporting bars 131, in this embodiment, two second supporting bars 131 are preferably adopted, and the two second supporting bars 131 are respectively arranged at two sides of the width direction of the fixing plate 110, and connect the two fixed ends, thereby reducing the cost and welding difficulty of the second supporting beam 130 and being more convenient for construction while guaranteeing the bearing capacity.
In some embodiments, as shown in fig. 2, a plurality of second reinforcing bars 132 are connected between a plurality of the second supporting bars 131, the second reinforcing bars 132 being perpendicular to the second supporting bars 131.
The second reinforcing steel bars 132 are connected between the plurality of second supporting steel bars 131, and can bear the pressure and the tension between the plurality of second supporting steel bars 131, so that the second supporting steel bars 131 are prevented from being deformed and damaged when being subjected to larger pressure, the bearing capacity of the second supporting beam 130 is improved, and meanwhile, the stability between the plurality of second supporting steel bars 131 is enhanced.
In some embodiments, as shown in fig. 2, a plurality of the second supporting bars 131 in each of the second supporting beams 130 are disposed corresponding to a plurality of the first supporting bars 121, each of the first supporting bars 121 corresponds to one of the second supporting bars 131 in each of the second supporting beams 130, each of the first supporting bars 121 and all of the corresponding second supporting bars 131 are located on the same plane, and a plurality of the first supporting bars 121 and a plurality of the second supporting bars 131 corresponding thereto form a plurality of supporting surfaces.
The first support beam 120 corresponds to a plurality of second support beams 130, each first support bar 121 in the first support beam 120 also corresponds to a second support bar 131 in the plurality of second support beams 130, one first support bar 121 and a plurality of second support bars 131 corresponding to the first support bar 121 are located on the same plane to form a support surface, and the plurality of first support bars 121 and a plurality of second support bars 131 corresponding to the first support bars can form a plurality of support surfaces, so that the bearing capacity of the internal support structure is improved.
In some embodiments, as shown in fig. 2, the second supporting bar 131 has one end connected to the fixing plate 110 and the other end connected to a center point of the corresponding first supporting bar 121.
The second supporting bars 131 are uniformly distributed along the length direction of the fixing plate 110, so that the connection points of the second supporting bars 131 and the fixing plate 110 are also uniformly distributed along the length direction of the fixing plate 110, the other ends of the second supporting bars are connected with the center points of the corresponding first supporting bars 121, the second supporting bars 131 are distributed along the radial direction of the fixing plate 110, and the included angles between the second supporting bars are equal, so that the surface formed by the fixing plate 110 and the first supporting bars 121 is uniformly divided into a plurality of sectors, and the bearing capacity of the internal supporting structure is improved.
In some embodiments, as shown in fig. 2, the first reinforcing ribs and the second reinforcing ribs are uniformly distributed along the length direction of the first supporting reinforcement 121 or the second supporting reinforcement 131, respectively.
The first reinforcing ribs and the second reinforcing ribs which are uniformly distributed can uniformly share the pressure and the tensile force between the first supporting reinforcing steel bars 121 and the second supporting reinforcing steel bars 131 so as to better bear larger force, thereby improving the stability of the first supporting beam 120 and the second supporting beam 130.
Advantageous effects of some embodiments of the present application: by arranging the fixing plate 110, when a worker builds the top arch position of the arch skeleton, the serous masonry sheet stone can be directly placed next to the fixing plate 110, so that the serous masonry sheet stone position can be conveniently fixed, and a better line shape can be formed; further through setting up inside bearing structure, when building by laying bricks or stones, through inside bearing structure atress, can guarantee the size and the shape of arch skeleton, further through setting up first supporting beam 120 and second supporting beam 130, can promote inside bearing structure's stability for inside bearing structure can bear bigger power, and prevent that fixed plate 110 from taking place to warp, thereby improve arch skeleton efficiency of construction and outward appearance effect greatly, shortened arch skeleton's construction cycle.
The foregoing description, for purposes of explanation, has been presented in conjunction with specific embodiments. However, the above discussion in some examples is not intended to be exhaustive or to limit the embodiments to the precise forms disclosed above. Many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles and the practical application, to thereby enable others skilled in the art to best utilize the embodiments and various embodiments with various modifications as are suited to the particular use contemplated.
Claims (10)
1. An arched skeletal template support, wherein the template support comprises:
the fixing plate is arranged in an arc shape and is used for fixing the line shape of the grout stone at the top arch position of the arch framework;
the inner supporting structure comprises a first supporting beam and a second supporting beam, wherein two ends of the first supporting beam are respectively connected with two ends of the fixed plate, the first supporting beam is positioned on one side of the fixed plate, which is concave, the second supporting beam is positioned between the fixed plate and the first supporting beam, the first supporting beam is connected with the fixed plate and used for supporting the fixed plate and preventing the fixed plate from deforming.
2. An arch framework template support as in claim 1, wherein said internal support structure includes a plurality of second support beams, said plurality of second support beams being evenly distributed along the length of said anchor plate.
3. An arch framework template support as defined in claim 2, wherein a plurality of said second support beams are connected at one end to said fixed plate and at the other end to a center point of said first support beam.
4. The arch skeleton formwork support of claim 2, wherein the first support beam includes a plurality of first support bars, the plurality of first support bars are uniformly distributed along the width direction of the fixing plate, both ends of the first support bars are respectively connected with both ends of the fixing plate, and the plurality of first support bars are parallel to each other.
5. The arch form template support of claim 4, wherein a plurality of first reinforcing bars are connected between a plurality of said first support bars, said first reinforcing bars being perpendicular to said first support bars.
6. The arch skeleton formwork support of claim 5, wherein the second support beam includes a plurality of second support bars, the plurality of second support bars are uniformly distributed along the width direction of the fixing plate, one end of the second support bars is connected to the fixing plate, the other end is connected to the first support beam, and the plurality of second support bars are parallel to each other.
7. The arch framework template bracket of claim 6 wherein a plurality of second reinforcing bars are connected between a plurality of said second support bars, said second reinforcing bars being perpendicular to said second support bars.
8. The arch framework template support of claim 6, wherein a plurality of the second support bars in each of the second support beams are disposed corresponding to a plurality of the first support bars, each of the first support bars has a corresponding one of the second support bars in each of the second support beams, each of the first support bars and all of the corresponding second support bars are in the same plane, and a plurality of the first support bars and a plurality of the corresponding second support bars form a plurality of support surfaces.
9. The arch framework template bracket of claim 8, wherein one end of the second support bar is connected to the fixed plate and the other end is connected to the center point of the corresponding first support bar.
10. The arch framework template bracket of claim 7, wherein the first reinforcing bars and the second reinforcing bars are uniformly distributed along the length of the first support bars or the second support bars, respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222237465.1U CN219010838U (en) | 2022-08-24 | 2022-08-24 | Arch skeleton template support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222237465.1U CN219010838U (en) | 2022-08-24 | 2022-08-24 | Arch skeleton template support |
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| Publication Number | Publication Date |
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| CN219010838U true CN219010838U (en) | 2023-05-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222237465.1U Active CN219010838U (en) | 2022-08-24 | 2022-08-24 | Arch skeleton template support |
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| CN (1) | CN219010838U (en) |
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- 2022-08-24 CN CN202222237465.1U patent/CN219010838U/en active Active
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