CN209854755U - Side form structure suitable for sunken independent bearing platform - Google Patents
Side form structure suitable for sunken independent bearing platform Download PDFInfo
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- CN209854755U CN209854755U CN201920370353.9U CN201920370353U CN209854755U CN 209854755 U CN209854755 U CN 209854755U CN 201920370353 U CN201920370353 U CN 201920370353U CN 209854755 U CN209854755 U CN 209854755U
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- length direction
- side form
- fastening
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Abstract
The utility model discloses a side form structure suitable for a sinking type independent bearing platform, which comprises an assembled side form body, a fastening mechanism for fixing the assembled side form body and a supporting mechanism for supporting the assembled side form body; the fastening mechanism comprises a plurality of first fastening components arranged along the length direction of the first side formwork and a plurality of second fastening components arranged along the length direction of the second side formwork. The utility model fixes the position of the assembled side form body by arranging a plurality of first fastening components arranged along the length direction of the first side form and a plurality of second fastening components arranged along the length direction of the second side form, has simple structure, saves labor force and reduces the investment of management cost; a plurality of first bracing pieces are evenly laid along first side form length direction, and a plurality of second bracing pieces are evenly laid along second side form length direction, can prevent the skew of assembled side form body position during the construction, reduce the construction process, excellent in use effect.
Description
Technical Field
The utility model belongs to the technical field of building engineering, especially, relate to a side mode structure suitable for independent cushion cap of formula of sinking.
Background
The Xiying multimedia demonstration center A seat project is also called Xiying international movie city, the east side of wild goose tower scenic spot in Xian city, the total building area reaches 33961.14m2The total number of floors is six, including four floors above the ground and two floors below the ground, the engineering all adopts concrete cast-in-place piles, the upper portion is the form of processing of the foundation slab that independent cushion cap of formula of sinking and waterproof board combine, the independent cushion cap totals 117, and the depth of sinking is 800mm and 900mm respectively, and basement bottom plate waterproof design is SBS modified asphalt waterproofing membrane, and engineering period is tight, and the task is heavy, and the individual layer area is big, and independent cushion cap is many. When a construction unit is actually operated on site, a traditional method for erecting the bearing platform side form is adopted, in order to improve the use efficiency of erecting the bearing platform side form, the construction unit needs to invest a large amount of labor force, and the management cost, the energy and the purchasing risk of materials are correspondingly increased; if the cost investment for building the bearing platform side mold is reduced, the problems of complicated construction process and long construction period are caused, and a construction unit needs a new bearing platform side mold to solve the problems by combining the problems.
SUMMERY OF THE UTILITY MODEL
The technical problem to be solved by the utility model is to provide a side form structure suitable for a sunken independent bearing platform, which is characterized in that a plurality of first fastening components arranged along the length direction of a first side form and a plurality of second fastening components arranged along the length direction of a second side form are arranged to fix the position of an assembled side form body, so that the structure is simple, the labor force is saved, and the investment of management cost is reduced; a plurality of first bracing pieces are evenly laid along first side form length direction, and a plurality of second bracing pieces are evenly laid along second side form length direction, can prevent the skew of assembled side form body position during the construction, reduce the construction process, excellent in use effect.
In order to solve the technical problem, the utility model discloses a technical scheme is: side mode structure suitable for independent cushion cap of formula of sinking, its characterized in that: the assembled side die comprises an assembled side die body, a fastening mechanism for fixing the assembled side die body and a supporting mechanism for supporting the assembled side die body;
the assembled side die body comprises two first side templates arranged in parallel and two second side templates arranged in parallel, the two first side templates are symmetrically arranged, the two second side templates are symmetrically arranged and both the two second side templates are arranged between the two first side templates; the two first side templates and the two second side templates jointly enclose a rectangular space;
the fastening mechanism comprises a plurality of first fastening components arranged along the length direction of the first side formwork and a plurality of second fastening components arranged along the length direction of the second side formwork, the first fastening components are arranged at the bottom of the first side formwork, and the second fastening components are arranged at the bottom of the second side formwork;
the supporting mechanism comprises a plurality of first supporting rods and a plurality of second supporting rods, the first supporting rods are evenly distributed along the length direction of the first side formwork, the second supporting rods are evenly distributed along the length direction of the second side formwork, and the first supporting rods and the second supporting rods are arranged above the inner side of the rectangular space.
Foretell side mode structure suitable for independent cushion cap of formula of sinking, its characterized in that: the first fastening assembly and the second fastening assembly are identical in structural size, the first fastening assembly comprises first corner connector pieces symmetrically arranged on the inner side and the outer side of the first side formwork and a first fixing piece for fixing the first corner connector pieces, and the distance between every two adjacent first corner connector pieces is 600-1000 mm;
the second fastening assembly comprises second corner connector pieces and second fixing pieces, the second corner connector pieces are symmetrically arranged on the inner side and the outer side of the second side formwork, the second fixing pieces are used for fixing the second corner connector pieces, and the distance between every two adjacent second corner connector pieces ranges from 600mm to 1000 mm.
Foretell side mode structure suitable for independent cushion cap of formula of sinking, its characterized in that: the quantity of first bracing piece and second bracing piece is two, first bracing piece and second bracing piece are the wood keel bracing piece.
Foretell side mode structure suitable for independent cushion cap of formula of sinking, its characterized in that: the structure of first bracing piece and second bracing piece is all the same, the length of first bracing piece is equal with two the distance between the second side forms bottom, the length of second bracing piece is equal with two the distance between the first side forms bottom.
Compared with the prior art, the utility model has the following advantage:
1. the utility model discloses a set up assembled side form body, carry out the fastening device who fixes and carry out the supporting mechanism that supports to assembled side form body, the installer is convenient, and is reliable stable, convenient to popularize and use.
2. The utility model discloses a set up a plurality of first fastening components of laying along first side form length direction and a plurality of second fastening components of laying along second side form length direction, fix the position of assembled side form body, simple structure saves the labour, reduces the input of administrative expense.
3. The utility model discloses well a plurality of first bracing pieces evenly lay along first side form length direction, and a plurality of second bracing pieces evenly lay along second side form length direction, can prevent the skew of assembled side form body position during the construction, reduce the work procedure, excellent in use effect.
In summary, the utility model fixes the position of the assembled side form body by arranging a plurality of first fastening components arranged along the length direction of the first side form and a plurality of second fastening components arranged along the length direction of the second side form, thereby having simple structure, saving labor force and reducing the investment of management cost; a plurality of first bracing pieces are evenly laid along first side form length direction, and a plurality of second bracing pieces are evenly laid along second side form length direction, can prevent the skew of assembled side form body position during the construction, reduce the construction process, excellent in use effect.
The technical solution of the present invention is further described in detail by the accompanying drawings and examples.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a usage state diagram of the present invention.
Fig. 3 is a schematic view of the connection relationship between the first side formwork and the first fastening assembly and between the second side formwork and the second fastening assembly.
Description of reference numerals:
1-1 — a first side form; 1-2-second side template; 2-a first support bar;
3-a second support bar; 4-a first fastening component; 4-1-a first corner connector;
4-2 — a first fixture; 5-a second fastening component; 5-1-a second corner connector;
5-2-a second fixture; 6, cushion layer of the bearing platform; 7-side surface of a foundation pit of the bearing platform;
8-fine sand.
Detailed Description
As shown in fig. 1, 2 and 3, the present invention includes an assembled side form body, a fastening mechanism for fixing the assembled side form body, and a supporting mechanism for supporting the assembled side form body;
the assembled side die body comprises two first side die plates 1-1 which are arranged in parallel and two second side die plates 1-2 which are arranged in parallel, the two first side die plates 1-1 are symmetrically arranged, the two second side die plates 1-2 are symmetrically arranged, and the two second side die plates are arranged between the two first side die plates 1-1; the two first side templates 1-1 and the two second side templates 1-2 jointly enclose a rectangular space;
the fastening mechanism comprises a plurality of first fastening components 4 arranged along the length direction of the first side formwork 1-1 and a plurality of second fastening components 5 arranged along the length direction of the second side formwork 1-2, the first fastening components 4 are arranged at the bottom of the first side formwork 1-1, and the second fastening components 5 are arranged at the bottom of the second side formwork 1-2;
the supporting mechanism comprises a plurality of first supporting rods 2 uniformly distributed along the length direction of the first side formwork 1-1 and a plurality of second supporting rods 3 uniformly distributed along the length direction of the second side formwork 1-2, and the first supporting rods 2 and the second supporting rods 3 are arranged above the inner side of the rectangular space.
In practical use, the utility model is installed in a bearing platform foundation pit for use, two first side templates 1-1 and two second side templates 1-2 are both arranged on a bearing platform cushion layer 6 of the bearing platform foundation pit, and when in installation, the bottom of the first side template 1-1 is fixed through a first fastening component 4, and then the bottom of the second side template 1-2 is fixed through a second fastening component 5; after the two opposite second side templates 1-2 are fixed, selecting a first support rod 2 with the same distance with the bottoms of the two second side templates 1-2; after the two opposite first side templates 1-1 are fixed, selecting second supporting rods 3 with the same distance with the bottoms of the two first side templates 1-1; and supporting the selected first supporting rod 2 and the second supporting rod 3 above the inner side of the rectangular space to fix and support the assembled side mold body. After the installation is finished, the gap between the two first side formworks 1-1 and the side face 7 of the bearing platform foundation pit is filled with fine sand 8, and the gap between the two second side formworks 1-2 and the side face 7 of the bearing platform foundation pit is filled with fine sand 8.
It should be noted that the two first side formworks 1-1 and the two second side formworks 1-2 are high-strength cement pressure plates with the thickness of 15mm, and the cement pressure plates are adopted because of good waterproof bonding property, and the height of the four side formworks 1 is not lower than the depth of the bearing platform foundation pit, so that the cement pressure plates are used as formworks for constructing a raft plate concrete cushion on the bearing platform foundation pit. As shown in fig. 1 and 2, two first side formworks 1-1 and two second side formworks 1-2 are sequentially connected end to jointly enclose a rectangular space, and the rectangular space is perpendicular to a cushion layer 6 of a bearing platform.
In this embodiment, the first fastening assembly 4 and the second fastening assembly 5 have the same structural size, the first fastening assembly 4 includes first corner connector 4-1 symmetrically disposed on the inner side and the outer side of the first side formwork 1-1 and a first fixing member 4-2 for fixing the first corner connector 4-1, and the distance between two adjacent first corner connectors 4-1 is 600mm to 1000 mm;
the second fastening assembly 5 comprises second corner connector parts 5-1 symmetrically arranged on the inner side and the outer side of the second side formwork 1-2 and second fixing parts 5-2 for fixing the second corner connector parts 5-1, and the distance between every two adjacent second corner connector parts 5-1 is 600-1000 mm.
As shown in fig. 1 and 2, each of the first corner connector 4-1 and the second corner connector 5-1 comprises a vertical section and a horizontal section, the horizontal sections of the first corner connector 4-1 and the second corner connector 5-1 are both parallel to the cushion layer 6 of the bearing platform and are mounted on the cushion layer 6 of the bearing platform, the vertical section of the first corner connector 4-1 is perpendicular to the cushion layer 6 of the bearing platform and is mounted on the first side formwork 1-1, and the vertical section of the second corner connector 5-1 is perpendicular to the cushion layer 6 of the bearing platform and is mounted on the second side formwork 1-2; the first fixing part 4-2 and the second fixing part 5-2 can be parts such as expansion screws, bolts and the like.
As shown in fig. 3, the first corner brace connecting piece 4-1 and the second corner brace connecting piece 5-1 are both L-shaped corner brace connecting pieces, the number of the first fixing pieces 4-2 is three, when the first corner brace connecting piece 4-1 is fixed by the first fixing pieces 4-2, one of the first fixing pieces 4-2 sequentially penetrates through the first corner brace connecting piece 4-1 on the inner side, the first side formwork 1-1 and the first corner brace connecting piece 4-1 on the outer side to connect the three, and the other two first fixing pieces 4-2 respectively fix the horizontal section of the first corner brace connecting piece 4-1 on the inner side and the horizontal section of the first corner brace connecting piece 4-1 on the outer side; the number of the second fixing pieces 5-2 is three, when the second corner brace connecting pieces 5-1 are fixed by the second fixing pieces 5-2, one of the second fixing pieces 5-2 sequentially penetrates through the second corner brace connecting piece 5-1 on the inner side, the second side formwork 1-2 and the second corner brace connecting piece 5-1 on the outer side to connect the first corner brace connecting piece 5-1, and the other two second fixing pieces 5-2 respectively fix the horizontal section of the second corner brace connecting piece 5-1 on the inner side and the horizontal section of the second corner brace connecting piece 5-1 on the outer side.
In this embodiment, the quantity of first bracing piece 2 and second bracing piece 3 is two, first bracing piece 2 and second bracing piece 3 are the wood joist bracing piece.
In actual use, the wood keel is selected because of easy modeling and installation, and is particularly suitable for connection with other wood products. As shown in fig. 1, the first support rod 2 and the second support rod 3 are supported above the rectangular space, and the first support rod 2 is arranged to prevent the first side formwork 1-1 from shifting under the action of fine sand 8 when the fine sand 8 is filled between the first side formwork 1-1 and the side surface 7 of the foundation pit of the bearing platform in the following process; the second support rod 3 is arranged to prevent the second side formwork 1-2 from shifting under the action of the fine sand 8 when the fine sand 8 is filled between the second side formwork 1-2 and the side surface 7 of the bearing platform foundation pit subsequently.
It should be noted that, according to the actual construction situation and the width and length of the foundation pit of the on-site bearing platform, the number of the first support rods 2 and the second support rods 3 can be correspondingly adjusted, so as to achieve the effect of preventing the first side formwork 1-1 and the second side formwork 1-2 from deviating.
In this embodiment, the first support bar 2 and the second support bar 3 have the same structure, the length of the first support bar 2 is equal to the distance between the bottoms of the two second side formworks 1-2, and the length of the second support bar 3 is equal to the distance between the bottoms of the two first side formworks 1-1.
When the fixing device is used in practice, the bottoms of the first side template 1-1 and the second side template 1-2 need to be fixed through the fastening assembly, after the fixing, the distance between the first side template 1-1 and the bottom of the side face 7 of the bearing platform foundation pit is determined, and the distance between the second side template 1-2 and the bottom of the side face 7 of the bearing platform foundation pit is determined; in order to prevent the first side formwork 1-1 and the second side formwork 1-2 from shifting during the construction process, it is necessary to ensure that the distance between the first side formwork 1-1 and the top of the bearing platform foundation pit side 7 is equal to the distance between the first side formwork 1-1 and the bottom of the bearing platform foundation pit side 7, and the distance between the second side formwork 1-2 and the top of the bearing platform foundation pit side 7 is equal to the distance between the second side formwork 1-2 and the bottom of the bearing platform foundation pit side 7, so that the lengths of the first support rod 2 and the second support rod 3 are limited.
When the utility model is used, the first fastening component 4 is used for fixing the bottom of the first side template 1-1, and the second fastening component 5 is used for fixing the bottom of the second side template 1-2; selecting a first support rod 2 with the same distance with the bottoms of the two second side formworks 1-2 to support the first support rod 2 between the two second side formworks 1-2; and selecting a second support rod 3 with the same distance with the bottoms of the two first side formworks 1-1 to support the second support rod between the two first side formworks 1-1, so as to finish fixing and supporting the assembled side mold body.
The above, only be the utility model discloses a preferred embodiment, it is not right the utility model discloses do any restriction, all according to the utility model discloses the technical entity all still belongs to any simple modification, change and the equivalent structure change of doing above embodiment the utility model discloses technical scheme's within the scope of protection.
Claims (4)
1. Side mode structure suitable for independent cushion cap of formula of sinking, its characterized in that: the assembled side die comprises an assembled side die body, a fastening mechanism for fixing the assembled side die body and a supporting mechanism for supporting the assembled side die body;
the assembled side die body comprises two first side templates (1-1) which are arranged in parallel and two second side templates (1-2) which are arranged in parallel, the two first side templates (1-1) are symmetrically arranged, the two second side templates (1-2) are symmetrically arranged and are arranged between the two first side templates (1-1); the two first side templates (1-1) and the two second side templates (1-2) jointly enclose a rectangular space;
the fastening mechanism comprises a plurality of first fastening assemblies (4) arranged along the length direction of the first side formwork (1-1) and a plurality of second fastening assemblies (5) arranged along the length direction of the second side formwork (1-2), the first fastening assemblies (4) are arranged at the bottom of the first side formwork (1-1), and the second fastening assemblies (5) are arranged at the bottom of the second side formwork (1-2);
the supporting mechanism comprises a plurality of first supporting rods (2) which are uniformly distributed along the length direction of the first side template (1-1) and a plurality of second supporting rods (3) which are uniformly distributed along the length direction of the second side template (1-2), and the first supporting rods (2) and the second supporting rods (3) are arranged above the inner side of the rectangular space.
2. A side form structure for a sunken independent platform according to claim 1, wherein: the first fastening assembly (4) and the second fastening assembly (5) are identical in structural size, the first fastening assembly (4) comprises first corner connector pieces (4-1) which are symmetrically arranged on the inner side and the outer side of the first side formwork (1-1) and first fixing pieces (4-2) for fixing the first corner connector pieces (4-1), and the distance between every two adjacent first corner connector pieces (4-1) is 600-1000 mm;
the second fastening assembly (5) comprises second corner connector connecting pieces (5-1) which are symmetrically arranged on the inner side and the outer side of the second side formwork (1-2) and second fixing pieces (5-2) for fixing the second corner connector connecting pieces (5-1), and the distance between every two adjacent second corner connector connecting pieces (5-1) is 600-1000 mm.
3. A side form structure for a sunken independent platform according to claim 1, wherein: the quantity of first bracing piece (2) and second bracing piece (3) is two, first bracing piece (2) and second bracing piece (3) are the wood keel bracing piece.
4. A side form structure for a sunken independent platform according to claim 1, wherein: the structure of the first supporting rod (2) is the same as that of the second supporting rod (3), the length of the first supporting rod (2) is equal to the distance between the bottoms of the two second side formworks (1-2), and the length of the second supporting rod (3) is equal to the distance between the bottoms of the two first side formworks (1-1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920370353.9U CN209854755U (en) | 2019-03-19 | 2019-03-19 | Side form structure suitable for sunken independent bearing platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920370353.9U CN209854755U (en) | 2019-03-19 | 2019-03-19 | Side form structure suitable for sunken independent bearing platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209854755U true CN209854755U (en) | 2019-12-27 |
Family
ID=68934507
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920370353.9U Expired - Fee Related CN209854755U (en) | 2019-03-19 | 2019-03-19 | Side form structure suitable for sunken independent bearing platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209854755U (en) |
-
2019
- 2019-03-19 CN CN201920370353.9U patent/CN209854755U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191227 |