CN212507366U - Quick assembly disassembly template of steel construction building cast in situ concrete floor - Google Patents
Quick assembly disassembly template of steel construction building cast in situ concrete floor Download PDFInfo
- Publication number
- CN212507366U CN212507366U CN202020942849.1U CN202020942849U CN212507366U CN 212507366 U CN212507366 U CN 212507366U CN 202020942849 U CN202020942849 U CN 202020942849U CN 212507366 U CN212507366 U CN 212507366U
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- CN
- China
- Prior art keywords
- template
- branch
- bolt
- concrete floor
- supporting
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 13
- 239000010959 steel Substances 0.000 title claims abstract description 13
- 238000010276 construction Methods 0.000 title description 7
- 238000011065 in-situ storage Methods 0.000 title description 6
- 238000009434 installation Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a steel structure building cast-in-place concrete floor quick assembly disassembly template, which comprises a template and four supporting rods supported at the corners of the bottom end of the template; branch is "L" shape pole, through fastening between first bolt and the template on the horizontal limit of branch, be provided with the second bolt on the perpendicular limit of branch, the utility model discloses a template support on four branches of its bottom edge, branch be "L" shape pole, horizontal limit on the branch is through fastening between first bolt and the template, the riser accessible second bolt fastening of bracing piece is to building on the wall, simple structure, and structural dimension is also less for dismouting to this template is simpler, convenient more, and the bottom of template has still filled up two first backup pads and a first backup pad simultaneously, has increased the support area of contact to the template bottom, has guaranteed the support intensity to the template, improves support stability.
Description
Technical Field
The utility model relates to a building templates field, in particular to steel construction building cast in situ concrete floor quick assembly disassembly template.
Background
The building template is a temporary supporting structure, is manufactured according to the design requirement, enables a concrete structure and a member to be formed according to the specified position and geometric dimension, keeps the correct position, bears the self weight of the building template and the external load acting on the building template, and performs template engineering, thereby ensuring the quality and the construction safety of concrete engineering, accelerating the construction progress and reducing the engineering cost;
the method comprises the following steps that a template is used in the process of building floor concrete pouring, a template panel is generally supported by structures such as transverse keels, longitudinal keels and the like through a cast-in-place concrete floor template, and then a floor is poured on the template panel;
the existing cast-in-place concrete template for buildings has the defects of complex structure, large size, more complicated installation or disassembly process and low efficiency.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a main aim at provides a steel construction building cast in situ concrete floor quick assembly disassembly template, can effectively solve current building cast in situ concrete template because its structure is complicated, and the size is big, and the process of installation or dismantlement is comparatively loaded down with trivial details, the problem of inefficiency.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a quick dismounting template for a cast-in-place concrete floor of a steel structure building comprises a template and four supporting rods supported at corners of the bottom end of the template;
the supporting rod is an L-shaped rod, the transverse edge of the supporting rod is fastened with the template through a first bolt, and the vertical edge of the supporting rod is provided with a second bolt.
Furthermore, the support rod is connected with an inclined rod.
Furthermore, first supporting plates are padded on two sides of the bottom end of the template, a second supporting plate is vertically arranged between the two first supporting plates, and the second supporting plate is supported below the template.
Furthermore, the two ends of the first supporting plate are inserted into a first groove formed in the top of the supporting rod.
Furthermore, two first supporting plates are provided with second grooves, and two ends of each second supporting plate are inserted into the second grooves.
Compared with the prior art, the utility model discloses following beneficial effect has: the utility model discloses a template support on four branches of its bottom edge department, branch is "L" shape pole, horizontal limit on the branch is through fastening between first bolt and the template, the riser accessible second bolt fastening of bracing piece is to the building wall on, moreover, the steam generator is simple in structure, the structure size is also less, make dismouting to this template simple more, and is convenient, two first backup pads and a first backup pad have still been filled up to the bottom of template simultaneously, the support area of contact to the template bottom has been increased, the support intensity to the template has been guaranteed, improve the support stability, inject in the second recess on two first backup pads at the both ends of second backup pad, inject in the first recess of seting up on the branch at the both ends of first backup pad, make also more convenience to the dismouting of first backup pad and second backup pad.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is an exploded view of the structure of the present invention.
In the figure: 1. a template; 2. a strut; 3. a first bolt; 4. a second bolt; 5. a diagonal bar; 6. a first groove; 7. a first support plate; 8. a second groove; 9. a second support plate.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
Referring to fig. 1-2, a quick assembly and disassembly template for a cast-in-place concrete floor of a steel structure building comprises a template 1 and four supporting rods 2 supported at corners of the bottom end of the template 1;
the supporting rod 2 is an L-shaped rod, the transverse edge of the supporting rod 2 is fastened with the template 1 through a first bolt 3, and a vertical edge of the supporting rod 2 is provided with a second bolt 4.
As shown in fig. 1, the strut 2 is connected with an inclined rod 5.
By adopting the scheme, the inclined rods 5 are welded on the L-shaped supporting rods 2, the triangular structures are formed between the supporting rods 2 and the inclined rods 5, and the triangular stability is kept away, so that the supporting stability of the template 1 is improved.
As shown in fig. 2, two sides of the bottom end of the formwork 1 are padded with first supporting plates 7, a second supporting plate 9 is vertically arranged between the two first supporting plates 7, and the second supporting plate 9 is supported below the formwork 1.
Through adopting above-mentioned scheme, have cushioned first backup pad 7 and second backup pad 9 in the bottom of template 1, increased the support area to template 1 bottom, improve the support stability to it.
As shown in fig. 2, two ends of the first supporting plate 7 are inserted into the first groove 6 formed at the top of the supporting rod 2.
Through adopting above-mentioned scheme, the both ends of first backup pad 7 inject in the first recess 6 at 2 tops of branch, on the first backup pad 7 of installation on branch 2, can directly inject the both ends of first backup pad 7 in the first recess 6 of branch 2 for on branch 2 to the convenience more of the dismouting of first backup pad 7.
As shown in fig. 2, two first supporting plates 7 are provided with second grooves 8, and two ends of the second supporting plate 9 are inserted into the second grooves 8.
Through adopting above-mentioned scheme, the both ends of second backup pad 9 directly inject the second recess 8 of seting up on two first backup pads 7 for on two first backup pads 7 to the dismouting convenience of second backup pad 9 more.
It should be noted that, the utility model relates to a steel construction building cast in situ concrete floor quick assembly disassembly template, during the installation, at first utilize the second bolt 4 of 2 sides of branch to fix it on the interior wall of building, after fixing four branches 2 on the wall in the building, insert into the first recess 6 that corresponds on branch 2 with the both ends of two first backup pads 7, inject second backup pad 9 in the second recess 8 of two first backup pads 7 again, support four branches 2 with template 1 at last, utilize first bolt 3 to fix between branch 2 and the template 1, can accomplish the installation work to it like this, moreover, the steam generator is simple in structure, and is convenient to operate, and the installation effectiveness is high.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (5)
1. The quick dismounting template for the cast-in-place concrete floor of the steel structure building is characterized by comprising a template (1) and four supporting rods (2) supported at the corners of the bottom end of the template (1);
the supporting rod (2) is an L-shaped rod, the transverse edge of the supporting rod (2) is fastened with the template (1) through a first bolt (3), and a vertical edge of the supporting rod (2) is provided with a second bolt (4).
2. The steel structure building cast-in-place concrete floor rapid dismounting template according to claim 1, characterized in that: the support rod (2) is connected with an inclined rod (5).
3. The steel structure building cast-in-place concrete floor rapid dismounting template according to claim 1, characterized in that: the two sides of the bottom end of the template (1) are padded with first supporting plates (7), a second supporting plate (9) is vertically arranged between the first supporting plates (7), and the second supporting plate (9) is supported below the template (1).
4. The steel structure building cast-in-place concrete floor rapid dismounting template according to claim 3, characterized in that: and two ends of the first supporting plate (7) are inserted into a first groove (6) formed in the top of the supporting rod (2).
5. The steel structure building cast-in-place concrete floor rapid dismounting template according to claim 3, characterized in that: and two second grooves (8) are formed in the first supporting plates (7), and two ends of each second supporting plate (9) are inserted into the second grooves (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020942849.1U CN212507366U (en) | 2020-05-29 | 2020-05-29 | Quick assembly disassembly template of steel construction building cast in situ concrete floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020942849.1U CN212507366U (en) | 2020-05-29 | 2020-05-29 | Quick assembly disassembly template of steel construction building cast in situ concrete floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212507366U true CN212507366U (en) | 2021-02-09 |
Family
ID=74391485
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020942849.1U Expired - Fee Related CN212507366U (en) | 2020-05-29 | 2020-05-29 | Quick assembly disassembly template of steel construction building cast in situ concrete floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212507366U (en) |
-
2020
- 2020-05-29 CN CN202020942849.1U patent/CN212507366U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210209 |