CN220150873U - Major diameter slope cylinder shaping mould - Google Patents
Major diameter slope cylinder shaping mould Download PDFInfo
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- CN220150873U CN220150873U CN202320924199.1U CN202320924199U CN220150873U CN 220150873 U CN220150873 U CN 220150873U CN 202320924199 U CN202320924199 U CN 202320924199U CN 220150873 U CN220150873 U CN 220150873U
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- square pipe
- support square
- rectangular frame
- stiffening rib
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Abstract
The utility model relates to the technical field of construction of building formwork, in particular to a large-diameter inclined cylindrical shaping die which comprises a rectangular frame, a round template sleeve arranged in the rectangular frame and a plurality of stiffening rib plates connected between the round template sleeve and the rectangular frame, wherein a space between the rectangular frame and the round template sleeve is provided with a structure reinforcing area, a horizontal support square pipe and an inclined support square pipe are arranged in the structure reinforcing area, the horizontal support square pipe is used for being in supporting fit with a vertical rod piece on a support frame, and the inclined support square pipe is used for being in supporting fit with an inclined support on the support frame; the circular template sleeve is used for being sleeved on the diagonal column outer template, a plurality of stiffening rib plates are distributed along the circumferential direction of the circular template sleeve, and the distribution density degree of the stiffening rib plates located in the structural reinforcement area is greater than that of the stiffening rib plates located outside the structural reinforcement area. The utility model can change the contact surface of the vertical rod piece, the diagonal brace and the diagonal column outer template from round to square, and improves the supporting firmness of the support frame on the diagonal column outer template.
Description
Technical Field
The utility model relates to the technical field of construction of building formwork, in particular to a large-diameter inclined cylinder shaping die.
Background
In recent years, along with the development and progress of the times, the requirements of people on the buildings are higher and higher, the appearance of various buildings is also more and more unique, so that a large number of members with unique shapes such as inclined posts, arc beams, inclined plates and the like are arranged, wherein the inclined cylinders with large space and large angle are used more and more in large public projects, and the inclined cylinders of cast-in-situ concrete have certain difficulty in construction, such as positioning control of the cylinders, reinforcement and support of round templates, pouring of concrete pairs and the like, and directly influence the quality and the visual effect of construction.
In traditional concrete slope cylinder supporting system, because vertical member is circular with bracing and template contact surface, the often unable sufficient contact fastening with the template of secondary joist square timber, lead to the unable load transmission that produces the oblique cylinder of concrete placement in-process of secondary joist to give the support body, and the security and the stability of support body can't be guaranteed.
Disclosure of Invention
In view of the above, the present utility model aims to provide a large-diameter inclined cylinder shaping mold, so as to solve the technical problem that the support between the support frame and the template is not firm when the large-diameter inclined cylinder is constructed.
In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows:
the large-diameter inclined cylinder shaping die comprises a rectangular frame, a round template sleeve arranged in the rectangular frame and a plurality of stiffening rib plates connected between the round template sleeve and the rectangular frame, wherein a structure reinforcing area is arranged in a space between the rectangular frame and the round template sleeve, a horizontal support square pipe and an inclined support square pipe are arranged in the structure reinforcing area, the horizontal support square pipe is used for being in supporting fit with a vertical rod piece on a support frame, and the inclined support square pipe is used for being in supporting fit with an inclined support on the support frame;
the circular template sleeve is used for being sleeved outside the diagonal column outer template, a plurality of stiffening rib plates are distributed along the circumferential direction of the circular template sleeve, and the distribution density degree of the stiffening rib plates located in the structural reinforcement area is greater than that of the stiffening rib plates located outside the structural reinforcement area.
Further, the rectangular frame and the round template sleeve are provided with notches at the same positions, the two sides of the notches are respectively provided with a fixed plate, the fixed plates are provided with connecting holes, and the two fixed plates are arranged at intervals and are connected with the rectangular frame and the round template sleeve.
Further, the rectangular frame comprises a first frame wall, a second frame wall, a third frame wall and a fourth frame wall, wherein the first frame wall is vertically connected between the second frame wall and the fourth frame wall, and the notch is arranged in the middle of the fourth frame wall; the horizontal support square pipe is propped against and connected with the inclined support square pipe, and the horizontal support square pipe and one side wall of the inclined support square pipe, which faces the circular template sleeve, jointly form the third frame wall.
Further, two horizontal support square pipes are arranged, and two inclined support square pipes are arranged.
The beneficial effects of the technical scheme are as follows:
the large-diameter inclined cylinder shaping die is sleeved outside the inclined column outer die plate when in use and is used for hooping the inclined column outer die plate, when the support frame is erected, the top support at the end part of the vertical rod piece on the support frame can support the horizontal support square tube, and the top support at the end part of the inclined support frame can support the inclined support square tube, so that the contact surface of the vertical rod piece, the inclined support and the inclined column outer die plate is changed from a round shape to a square shape through the shaping die, and the supporting firmness of the support frame on the inclined column outer die plate is improved; in addition, the intensive stiffening rib plates distributed in the structural reinforcement area can also effectively improve the structural strength of the shaping mould, and can also buffer the pressure brought by the vibrating rod when pouring concrete, so that the tight and slurry-leakage-proof joint of the circular column outer template is ensured, and the pouring quality of the inclined column is ensured.
Drawings
FIG. 1 is a schematic view of the structure of a large-diameter inclined cylinder sizing die of the present utility model;
fig. 2 is a schematic view showing the use state of the large-diameter inclined cylinder sizing die of the present utility model.
Reference numerals illustrate: the vertical column comprises a vertical rod piece, a 2-diagonal bracing, a 3-horizontal supporting, a 4-diagonal bracing, a 5-horizontal supporting square tube, a 6-inclined supporting square tube, a 7-round template sleeve, a 8-first frame wall, a 9-second frame wall, a 10-third frame wall, a 11-fourth frame wall, a 12-stiffening rib plate, a 13-notch, a 14-fixing plate and a 15-diagonal column outer template.
Detailed Description
The utility model is described in further detail below with reference to the attached drawings and detailed description:
as shown in fig. 1, the large-diameter inclined cylinder finalizing mold comprises a rectangular frame, a circular template sleeve 7 arranged in the rectangular frame, and a plurality of stiffening rib plates 12 connected between the circular template sleeve 7 and the rectangular frame. The space region between the rectangular frame and the circular template sleeve 7 comprises a structural reinforcing region and a non-structural reinforcing region, wherein stiffening rib plates 12 are arranged in the structural reinforcing region and the non-structural reinforcing region, but the distribution density degree of the stiffening rib plates 12 in the structural reinforcing region is greater than that of the stiffening rib plates 12 in the non-structural reinforcing region. Here, in actual installation, the structural reinforcement area is an area outside the circular formwork sleeve 7 for installation on the side of the diagonal column outer formwork facing the ground or the floor, and the non-structural reinforcement area is an area outside the circular formwork sleeve for installation on the side of the diagonal column outer formwork facing away from the ground or the floor.
In order to facilitate the installation of the large-diameter inclined cylindrical shaping die, a notch 13 is arranged at the same position on the rectangular frame and the round template sleeve 7, two sides of the notch 13 are respectively provided with a fixed plate 14, each fixed plate 14 is provided with a connecting hole, a certain interval is reserved between the two fixed plates 14, and the two fixed plates 14 are connected with the rectangular frame and the round template sleeve 7. When in installation, the round template sleeve 7 can be temporarily unfolded through the notch 13 so as to be conveniently sleeved outside the diagonal column outer template 15, as shown in fig. 2.
Further refining the structure of the rectangular frame, the rectangular frame comprises a first frame wall 8, a second frame wall 9, a third frame wall 10 and a fourth frame wall 11, wherein the first frame wall 8 is vertically welded between the second frame wall 9 and the fourth frame wall 11, and the notch 13 is arranged in the middle of the fourth frame wall 11. In this case, the area where the starting point is calculated from the position of the notch 13 in the fourth frame wall 11, the line connecting the position of the second frame wall 9 opposite to the notch 13 and the circular template sleeve 7, which is the end point of the third frame wall 10, is the structure reinforcing area.
Two horizontal support square pipes 7 and two inclined support square pipes 8 are welded at the position between the second frame wall 9 and the fourth frame wall 11 on the rectangular frame, and the horizontal support square pipes 7 are abutted against and connected with the inclined support square pipes 8, and an included angle is formed between the horizontal support square pipes 7 and the inclined support square pipes 8; the side walls of the horizontal support square tube 7 and the inclined support square tube 8 facing the circular form sleeve 7 together form the third frame wall 10.
When the large-diameter inclined cylinder shaping die is actually used, as shown in fig. 2, vertical rod pieces 1 and inclined struts 2 are arranged on the support frame matched with the inclined column outer die plate 15 at positions corresponding to the large-diameter inclined cylinder shaping die, wherein the end parts of the vertical rod pieces 1 are provided with horizontal top struts 3, the horizontal top struts 3 are of U-shaped structures, and horizontal support grooves buckled with horizontal support square tubes 5 are formed in the horizontal top struts 3. The end of the diagonal bracing 2 is provided with a diagonal bracing 4, the diagonal bracing 4 is also of a U-shaped structure, and a diagonal bracing groove buckled with the inclined support square tube 6 is formed in the diagonal bracing 4. In this way, although the large-diameter inclined cylindrical sizing die is arranged obliquely relative to the floor or the ground, the vertical rod piece 1 and the inclined strut 2 can stably support the corresponding horizontal support square tube 5 and the inclined support square tube 6, and further stably support the inclined column outer formwork 15. Because the horizontal shoring 3 is buckled with the horizontal support square tube 5, the inclined shoring 4 is buckled with the inclined support square tube 6, namely, the contact surfaces of the vertical rod piece 1, the inclined shoring 2 and the column body outer formwork 15 are changed from round to square, and the supporting firmness is improved.
The support reliability of the support frame to the inclined column outer mold plate is improved; meanwhile, the intensive stiffening rib plates distributed in the structural reinforcement area can also effectively improve the structural strength of the shaping mould, and can also buffer the pressure brought by the vibrating rod when pouring concrete, so that the tight and slurry-leakage-proof joint of the circular column outer template is ensured, and the pouring quality of the inclined column is ensured.
In other embodiments, the shaping mold can also adopt an integrated structure, and at the moment, the rectangular frame and the round template are sleeved with no notch, and the rectangular frame and the round template are directly sleeved outside the diagonal column outer template during use. Of course, the shaping and reinforcing die can also adopt a disconnected structure, and at the moment, the second frame wall and the fourth frame wall are provided with notches so as to divide the shaping and reinforcing die into two parts, and during construction, the two parts are clamped outside the diagonal column outer die plate and then connected by a fastener.
In other embodiments, the third frame wall may be welded with the inclined support square pipe and the horizontal support square pipe.
In other embodiments, the number of horizontal support square tubes and inclined support square tubes is matched with the size of the top support in the construction site, so that the top support can be buckled outside the horizontal support square tubes and the inclined support square tubes.
The embodiments of the present utility model described above do not limit the scope of the present utility model. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present utility model should be included in the scope of the present utility model as set forth in the appended claims.
Claims (4)
1. The large-diameter inclined cylinder shaping die is characterized by comprising a rectangular frame, a round template sleeve arranged in the rectangular frame and a plurality of stiffening rib plates connected between the round template sleeve and the rectangular frame, wherein a structure reinforcing area is arranged in a space between the rectangular frame and the round template sleeve, a horizontal support square pipe and an inclined support square pipe are arranged in the structure reinforcing area, the horizontal support square pipe is used for being in supporting fit with a vertical rod piece on a support frame, and the inclined support square pipe is used for being in supporting fit with an inclined support on the support frame;
the circular template sleeve is used for being sleeved outside the diagonal column outer template, a plurality of stiffening rib plates are distributed along the circumferential direction of the circular template sleeve, and the distribution density degree of the stiffening rib plates located in the structural reinforcement area is greater than that of the stiffening rib plates located outside the structural reinforcement area.
2. The large-diameter inclined cylinder sizing die according to claim 1, wherein the rectangular frame and the round template sleeve are provided with notches at the same positions, two sides of each notch are respectively provided with a fixing plate, the fixing plates are provided with connecting holes, and the two fixing plates are arranged at intervals and are connected with the rectangular frame and the round template sleeve.
3. The large-diameter inclined cylindrical sizing die according to claim 2, wherein the rectangular frame comprises a first frame wall, a second frame wall, a third frame wall and a fourth frame wall, the first frame wall is vertically connected between the second frame wall and the fourth frame wall, and the notch is arranged at the middle position of the fourth frame wall; the horizontal support square pipe is propped against and connected with the inclined support square pipe, and the horizontal support square pipe and one side wall of the inclined support square pipe, which faces the circular template sleeve, jointly form the third frame wall.
4. A large-diameter inclined cylindrical sizing die according to any one of claims 1 to 3, wherein two horizontal support square tubes are provided, and two inclined support square tubes are provided.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320924199.1U CN220150873U (en) | 2023-04-23 | 2023-04-23 | Major diameter slope cylinder shaping mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320924199.1U CN220150873U (en) | 2023-04-23 | 2023-04-23 | Major diameter slope cylinder shaping mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220150873U true CN220150873U (en) | 2023-12-08 |
Family
ID=89021556
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320924199.1U Active CN220150873U (en) | 2023-04-23 | 2023-04-23 | Major diameter slope cylinder shaping mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220150873U (en) |
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2023
- 2023-04-23 CN CN202320924199.1U patent/CN220150873U/en active Active
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