CN213868898U - Novel template structure - Google Patents
Novel template structure Download PDFInfo
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- CN213868898U CN213868898U CN202021256857.7U CN202021256857U CN213868898U CN 213868898 U CN213868898 U CN 213868898U CN 202021256857 U CN202021256857 U CN 202021256857U CN 213868898 U CN213868898 U CN 213868898U
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- mounting hole
- bottom plate
- hole
- reinforcing sleeve
- protective layer
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Abstract
The utility model discloses a novel template structure, which comprises a bottom plate and a hole reinforcing sleeve; wherein the bottom plate is provided with a mounting hole; the hole reinforcing sleeve is embedded in the mounting hole, and the end part of the hole reinforcing sleeve is provided with a thickened protective layer attached to the edge of the mounting hole. The utility model has the advantages that the hole reinforcing sleeve is embedded in the mounting hole of the bottom plate, so that the mounting hole is protected, the mounting hole and the bottom plate are not damaged in the dismounting section, the bottom plate of the steel bar truss floor support plate can be repeatedly dismounted and used, and the service life is prolonged; and simultaneously, the utility model discloses when using, place the fastener on the thickening protective layer to this increases the interval of fastener and bottom plate, makes the space that can pour between the two, forms the floor back fastener like this and is wrapped in the floor, and forms the cave in thickening protective layer position, in the fitment in later stage, only need fill and level up because of the cave that the thickening protective layer formed, can save the finishing material, reduce the fitment degree of difficulty, improve work efficiency.
Description
Technical Field
The utility model relates to a building technical field especially indicates a novel template structure.
Background
The truss formed by connecting the steel bars serving as the upper chord, the lower chord and the web members through resistance spot welding is called a steel bar truss. The steel bar truss is connected with the bottom plate and fixed to form an integral combined bearing plate called a steel bar truss floor bearing plate. Removable steel bar truss building carrier plate is the building material that newly-emerged development got up in recent years, and steel bar truss utilizes the fastener to be fixed in on the bottom plate, and concrete placement is accomplished the back, demolishs the template again.
The floor bearing plate is in a detachable mode, the steel bar truss is connected with the template through the fastener, holes need to be formed in the template in order to achieve connection, and due to the fact that the template needs to be detached for repeated use, the hole part can deform, become large and damaged after being detached and used for multiple times, the locking point of the fastener can possibly sink into the hole in the assembling process or just cut into the hole, the side wall of the hole can be extruded in the locking process to cause damage, and the service life of the bottom plate is short; simultaneously, because the fastener is absorbed in the hole of bottom plate, in the process of the road formation floor of concreting in the back, the fastener has the part to be the surface of protrusion floor after the form removal, not only has the fastener surface and probably takes place chemical change and influence the risk of self performance before the fitment, still can influence the progress of fitment, and the constructor needs to spend a large amount of materials and work load to trowel the floor surface.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a novel template structure can improve the life of the bottom plate of steel bar truss building carrier plate to help reducing the fitment degree of difficulty and the cost in later stage.
In order to achieve the above purpose, the solution of the present invention is:
a novel template structure comprises a bottom plate and a hole reinforcing sleeve; wherein the bottom plate is provided with a mounting hole; the hole reinforcing sleeve is embedded in the mounting hole, and the end part of the hole reinforcing sleeve is provided with a thickened protective layer attached to the edge of the mounting hole.
The hole reinforcing sleeve comprises two T-shaped sleeves, and the two T-shaped sleeves are respectively embedded into and butted with two ends of the mounting hole.
The two T-shaped sleeves are integrally formed.
The hole reinforcing sleeve comprises a T-shaped sleeve and a gasket, the T-shaped sleeve is embedded into one end of the mounting hole and penetrates out of the other end of the mounting hole, and the gasket is sleeved on the T-shaped sleeve at the other end of the mounting hole.
The end part of the T-shaped sleeve is attached to the gasket through riveting.
After the technical scheme is adopted, the hole reinforcing sleeve is embedded in the mounting hole of the bottom plate, so that the mounting hole is protected, the mounting hole and the bottom plate are not damaged in the assembling and disassembling process, the bottom plate of the steel bar truss floor support plate can be repeatedly assembled and disassembled, and the service life is prolonged; and simultaneously, the utility model discloses when using, place the fastener on the thickening protective layer to this increases the interval of fastener and bottom plate, makes the space that can pour between the two, forms the floor back fastener like this and is wrapped in the floor, and forms the cave in thickening protective layer position, in the fitment in later stage, only need fill up because of the cave that the thickening protective layer formed, just can realize the surperficial parallel and level of floor, can save a large amount of finishing materials, reduce the fitment degree of difficulty, improve work efficiency.
Drawings
Fig. 1 is a schematic structural diagram of a first embodiment of the present invention;
fig. 2 is a schematic structural diagram of a second embodiment of the present invention;
fig. 3 is a schematic structural diagram of a third embodiment of the present invention;
fig. 4 is a schematic structural diagram of a fourth embodiment of the present invention;
FIG. 5 is a schematic view of the utility model;
fig. 6 is a schematic structural view of a floor slab formed using the present invention;
the reference numbers illustrate: a base plate 1; a mounting hole 11; a hole reinforcing sleeve 2; thickening the protective layer 21; a T-shaped sleeve 2A; a gasket 2B; a steel bar truss 3; a fastener 4; a nut 41; a bolt 5; a floor 6; a cavity 61.
Detailed Description
In order to further explain the technical solution of the present invention, the present invention is explained in detail by the following embodiments.
The utility model relates to a novel template structure, including bottom plate 1 and hole boss 2. Wherein, the bottom plate 1 is provided with a mounting hole 11; the hole reinforcing sleeve 2 is embedded in the mounting hole 11, and the end part of the hole reinforcing sleeve is provided with a thickened protective layer 21 attached to the edge of the mounting hole 11.
Referring to fig. 1, a first embodiment of the present invention is shown.
The hole reinforcing sleeve 2 comprises two T-shaped sleeves 2A, and the two T-shaped sleeves 2A are respectively embedded into and butted with two ends of the mounting hole 11. The annular flange of the T-shaped sleeve 2A is now the thickened protective layer 21 of the bore reinforcing sleeve 2.
Referring to fig. 2, a second embodiment of the present invention is shown.
The hole reinforcing sleeve 2 comprises a T-shaped sleeve 2A ' and a gasket 2B, the T-shaped sleeve 2A ' is embedded into one end of the mounting hole 11 and penetrates out of the other end of the mounting hole 11, and the gasket 2B is sleeved on the T-shaped sleeve 2A ' at the other end of the mounting hole 11. At this time, the annular flange of the T-shaped sleeve 2A' and the gasket 2B are thickened protective layers 21 at both ends of the hole-reinforcing sleeve 2.
Referring to fig. 3, a third embodiment of the present invention is shown.
The hole reinforcing sleeve 2 includes a T-shaped sleeve 2A ″ and a gasket 2B ', the T-shaped sleeve 2A ″ is inserted into and passes through the other end of the mounting hole 11 from one end of the mounting hole 11, and the gasket 2B ' is fitted over the T-shaped sleeve 2A ″ at the other end of the mounting hole 11, and the third embodiment is different from the second embodiment in that the end of the T-shaped sleeve 2A ″ is fitted to the gasket 2B ' by caulking, so that the hole reinforcing sleeve 2 of the third embodiment is not detachable. Similarly, the annular flange of the T-shaped sleeve 2A ″ and the gasket 2B' are respectively thickened protective layers 21 at both ends of the hole reinforcing sleeve 2.
Referring to fig. 4, a fourth embodiment of the present invention is shown.
The hole reinforcing sleeve 2 includes two T-shaped sleeves 2A ' ″, the two T-shaped sleeves 2A ' ″ are inserted into and butted against each other from both ends of the mounting hole 11, respectively, and the fourth embodiment is different from the first embodiment in that the two T-shaped sleeves 2A ' ″ are integrally formed to have an H-shaped appearance, and can be obtained by inserting a tubular reinforcing sleeve into the mounting hole 11 and caulking both ends to the surface of the base plate 1. The annular flange of the T-shaped sleeve 2A' ″ is now the thickened protective layer 21 of the bore-reinforcing sleeve 2.
Referring to fig. 5 and fig. 6, taking the first embodiment of the present invention as an example, the utility model has the following advantages: after the steel bar truss 3 and the fastener 4 are assembled, the nut 41 of the fastener 4 is aligned and placed on the thickened protective layer 21 of the hole reinforcing sleeve 2, then the bolt 5 is locked in from the other end of the hole reinforcing sleeve 2 and is locked, finally, concrete is poured, and after solidification, the formwork is removed. Because the thickening protective layer 21 of hole reinforcing sleeve 2 has increased the interval of nut 41 and bottom plate 1, also make to produce sufficient clearance between the two and supply the concrete infiltration, the concrete cladding is at the surface of nut 41, realizes that fastener 4 no longer exposes floor 6 after the fastener form removal, but leaves a cave 61 in thickening protective layer 21's corresponding position. In the later decoration, the surface of the floor slab 6 can be leveled only by filling the concave hole 61 formed by the thickened protective layer 21.
Through the scheme, the hole reinforcing sleeve 2 is embedded in the mounting hole 11 of the bottom plate 1, so that the mounting hole 11 is protected in a reinforcing manner, the mounting hole 11 and the bottom plate 1 are prevented from being damaged in the assembling and disassembling process, the bottom plate 1 of the steel bar truss floor support plate can be repeatedly assembled and disassembled, and the service life is prolonged; and simultaneously, the utility model discloses when using, place fastener 4 on thickening protective layer 21, with this interval that increases fastener 4 and bottom plate 1, make the space that can pour between the two, form floor 6 back fastener like this and be the cladding in floor 6, and form concave hole 61 in thickening protective layer 21 position, in the fitment in later stage, only need fill level because of concave hole 61 that thickening protective layer 21 formed, just can realize floor 6's surperficial parallel and level, can save a large amount of finishing materials, reduce the fitment degree of difficulty, improve work efficiency.
The above embodiments and drawings are not intended to limit the form and style of the present invention, and any suitable changes or modifications made by those skilled in the art should not be construed as departing from the scope of the present invention.
Claims (2)
1. A novel template structure is characterized in that: comprises a bottom plate and a hole reinforcing sleeve; wherein the bottom plate is provided with a mounting hole; the hole reinforcing sleeve is embedded in the mounting hole, and the end part of the hole reinforcing sleeve is provided with a thickened protective layer attached to the edge of the mounting hole;
the hole reinforcing sleeve comprises a T-shaped sleeve and a gasket, the T-shaped sleeve is embedded into one end of the mounting hole and penetrates out of the other end of the mounting hole, and the gasket is sleeved on the T-shaped sleeve at the other end of the mounting hole.
2. A novel form work structure as claimed in claim 1, wherein:
the end part of the T-shaped sleeve is attached to the gasket through riveting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021256857.7U CN213868898U (en) | 2020-06-30 | 2020-06-30 | Novel template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021256857.7U CN213868898U (en) | 2020-06-30 | 2020-06-30 | Novel template structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213868898U true CN213868898U (en) | 2021-08-03 |
Family
ID=77033140
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021256857.7U Active CN213868898U (en) | 2020-06-30 | 2020-06-30 | Novel template structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213868898U (en) |
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2020
- 2020-06-30 CN CN202021256857.7U patent/CN213868898U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220815 Address after: No. 01, Production Workshop, Hainan Huazheng Technology Co., Ltd., Wuting Road, Old Town, Chengmai County, Hainan Province, 571900 Patentee after: Hainan Huaheng Technology Co.,Ltd. Address before: 361000 E005, podium building, 496 Xinglinwan Road, Jimei District, Xiamen City, Fujian Province Patentee before: Fujian Huachang Technology Co.,Ltd. |