CN212002275U - Arc rib axillary beam top mould device - Google Patents
Arc rib axillary beam top mould device Download PDFInfo
- Publication number
- CN212002275U CN212002275U CN202020466399.3U CN202020466399U CN212002275U CN 212002275 U CN212002275 U CN 212002275U CN 202020466399 U CN202020466399 U CN 202020466399U CN 212002275 U CN212002275 U CN 212002275U
- Authority
- CN
- China
- Prior art keywords
- supporting plate
- female
- sub
- axillary
- arc
- Prior art date
- 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.)
- Active
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to the field of building components, and discloses an arc rib axillary beam mold jacking device, which comprises a groove top, a female supporting plate and a sub supporting plate; the groove top is a cuboid with a square horizontal section, four corners of the top surface and the bottom surface are rounded corners, and four edges of the top surface and four side edges of the side surface are arc-shaped; the female supporting plate is square, four sides of the female supporting plate are of a double-layer structure and comprise an upper occlusion edge and a lower occlusion edge, and a cavity is formed between the upper occlusion edge and the lower occlusion edge; the adjacent female supporting plates are connected through the sub-supporting plates, and the sub-supporting plates are inserted into the cavities of the female supporting plates. The utility model discloses an arc rib armpit roof beam top mould device, all roof beams all have the arc and add the armpit, and the atress of structure is more reasonable, and building material can exert bigger effect, and can adjust the width of roof beam according to the actual need of engineering, need not do special processing, strong adaptability, and the turnover rate is high, and convenient and fast is dismantled in the installation, has reduced labour cost and mechanical expense, the cost is reduced.
Description
Technical Field
The utility model relates to a building element field particularly, relates to an arc rib axillary roof beam top mould device.
Background
In the building products at the present stage, the buildings on the ground are easy to adopt novel technical means such as standardization and assembly, but the underground buildings are generally difficult to adopt assembly components, except some underground pipe galleries, the underground building structure basically takes cast-in-place as a main point, mainly because the garage top plate of the basement needs to be planted with greening vegetation, grass and trees and the like, needs to be provided with a covering soil layer with the thickness of 1.5m, needs to bear a large load, and has higher requirements on the bearing capacity and the stability of the structure. For project quality, a common underground garage is a cast-in-place structure, and the condition has certain influence on the construction progress of the whole project.
In order to complete the design and construction as soon as possible, the underground garage adopts standardized construction modules as much as possible, a plurality of basements, the underground garage and even some markets with more regular building body types adopt a small-spacing beam form, the small-spacing beam system has obvious advantages, and compared with common flat slabs, beamless floors and the like, the ribbed floor slab has the advantages of large rigidity, small deformation and good earthquake resistance.
The above architecture, while having many advantages, also has the following disadvantages:
(1) the workload is large, a large number of workers are needed for building the full scaffold, and the cost of the project is increased on the premise that the labor cost is increased day by day;
(2) a large number of templates are needed, the demand for wood on the construction site is mainly reflected on the templates, and the wood is more and more precious, which is contrary to the concept of environment-friendly and green construction which is vigorously advocated at the present stage;
(3) the template is inconvenient to disassemble, a large amount of manpower needs to be put into the disassembling work of the template after the concrete is solidified and hardened, and the cost is further increased;
(4) because the quantity of roof beam is more, the moulding instrument such as template, scaffold frame that adopt in the work progress is numerous, and the job site need open up a large amount of spaces usually and carry out the construction of template, scaffold frame etc. has hindered the smooth implementation of project to a certain extent.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a main aim at is not enough to the above-mentioned of prior art, provides an arc rib axillary roof beam top mould device for arc-shaped beam formwork.
In order to realize the aim, the arc rib axillary beam top die device comprises a groove top, a female supporting plate and a sub supporting plate;
the groove top is a cuboid with a square horizontal section, four corners of the top surface and the bottom surface are rounded corners, and four edges of the top surface and four side edges of the side surface are arc-shaped; the bottom surface of the groove top is fixed on the female supporting plate;
the female supporting plate is square, four sides of the female supporting plate are of a double-layer structure and comprise an upper occlusion edge and a lower occlusion edge, and a cavity is formed between the upper occlusion edge and the lower occlusion edge; the adjacent female supporting plates are connected through the female supporting plate, and the female supporting plate is inserted into the cavity of the female supporting plate;
the size of the sub-supporting plate is the same as that of the mother supporting plate, the thickness of the sub-supporting plate is the same as that of the cavity, four corners of the sub-supporting plate are small squares, and the thickness of each small square is one third of that of other parts of the sub-supporting plate.
Preferably, the middle area of the upper occlusion edge is provided with a scale observation hole, the female supporting plate on one side of the scale observation hole is provided with scales for observing the depth of the sub supporting plate inserted into the cavity, and the side length of the small square is not less than the depth of the cavity.
Preferably, the groove top is welded at the middle position of the female supporting plate, so that the distances between the groove top and the four sides of the female supporting plate are the same.
Preferably, the female supporting plate and the male supporting plate are made of galvanized steel plates.
Preferably, the tank top is a hollow shell and is formed by stamping galvanized steel sheets so as to reduce weight.
The utility model discloses following beneficial effect has:
(1) by adopting the arc rib armpit beam top die device, all beams have arc armpits, the stress of the structure is more reasonable, and the building material can exert greater effect;
(2) the arc rib axillary beam top die device can adjust the width of the beam according to the actual needs of the engineering, does not need special treatment, and has strong adaptability and high turnover rate;
(3) by adopting the arc rib axillary beam top mould device of the utility model, the suspended ceiling can be omitted, the material is saved, the manufacturing cost is reduced, and the device can be applied to garages, large-scale markets, stations and the like;
(4) by adopting the arc rib axillary beam top formwork device of the utility model, the formwork of the arc beam is completed, so that the structure of the beam system is more reasonable, which can not be realized by adopting the prior common wooden formwork;
(5) the utility model discloses an arc rib axillary roof beam top mould device installation dismantles convenient and fast, has reduced labour cost and mechanical expense, the cost is reduced.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of a cell roof construction;
FIG. 3 is a schematic view of the construction of the slot top and the female pallet;
FIG. 4 is a schematic diagram of a double-layer structure of four sides of a mother pallet;
FIG. 5 is a schematic view of a sub-pallet configuration;
FIG. 6 is a schematic view of the connection of a female pallet and a male pallet;
wherein the figures include the following reference numerals: 1. a groove top; 2. a female pallet; 21. an upper occlusion edge; 22. a lower occlusion edge; 23. a cavity; 24. a scale observation hole; 3. and a sub-supporting plate.
Detailed Description
The present invention will be further explained with reference to the accompanying drawings.
As shown in fig. 1, the arc rib axillary beam mold jacking device of the utility model comprises a groove top 1, a mother supporting plate 2 and a son supporting plate 3, wherein the groove top 1 is fixed on the mother supporting plate 2, and the adjacent mother supporting plates 2 are connected through the son supporting plate 3 to form a complete arc rib axillary beam mold jacking device;
as shown in fig. 2, the groove top 1 is a cuboid, the top surface and the bottom surface are both squares, four corners of the top surface and the bottom surface are both fillets, and four edges of the top surface and four side edges of the side surfaces are both arcs; in order to reduce the weight, the top of the tank is of a hollow shell structure and is formed by stamping galvanized steel sheets.
As shown in fig. 3-4, the female pallet 2 is square, the slot top 1 is welded at the center of the female pallet 2, so that the distances between the slot top and the four sides of the female pallet are the same, the four sides of the female pallet 2 outside the slot top 1 are of a double-layer structure and comprise an upper occlusion edge 21 and a lower occlusion edge 22, a cavity 23 is formed between the upper occlusion edge 21 and the lower occlusion edge 22, and the female pallet is inserted into the cavity 23; the middle area of the upper occlusion edge 21 is provided with a scale observation hole 24, and the female supporting plate on one side of the scale observation hole 24 is provided with scales for observing the depth of the sub-supporting plate inserted into the cavity.
As shown in fig. 5, the sub-pallet and the mother pallet are the same in size, the thickness of the sub-pallet is the same as that of the cavity, so that the sub-pallet is just inserted into the cavity, four corners of the sub-pallet are small squares, and the thickness of the small squares is one third of that of other parts of the sub-pallet, and the reason for this is that after the mother pallet is inserted, one corner of three sub-pallets is overlapped at the same position, and the thickness of the small squares is set to one third of the normal thickness, so that the overlapped part can also be just inserted into the cavity, as shown in fig. 6. Although four corners of the sub-supporting plate are provided with non-overlapping parts, and gaps are formed when the sub-supporting plate is inserted into the cavity, the practical use is not affected, and the surface is still flat after concrete is poured.
The side length of the small square is not less than the depth of the cavity, so that the adjusting range between adjacent female supporting plates is maximized, and the size of the top die device can be adjusted by adjusting the depth of the sub-supporting plate inserted into the cavity of the female supporting plate, thereby achieving the purpose of adjusting the width of the beam.
The main supporting plate and the sub supporting plate are made of galvanized steel plates. Galvanized steel sheet can fully satisfy the utility model discloses a roll-in, bending, stamping forming and welded connection's processing requirement, galvanized steel sheet's galvanizing coat has good corrosion resisting property moreover, and the zinc coat adhesion is good, and when galvanized sheet stand very complicated deformation processing man-hour, the zinc coat can not drop, galvanized steel sheet surfacing, and gloss retention time is than longer for the effect is very good after the building form removal.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (5)
1. A die jacking device for arc rib axillary beams is characterized by comprising a groove top (1), a female supporting plate (2) and a sub supporting plate (3);
the groove top (1) is a cuboid with a square horizontal section, four corners of the top surface and the bottom surface are rounded corners, and four edges of the top surface and four side edges of the side surface are arc-shaped; the bottom surface of the groove top (1) is fixed on the mother supporting plate (2);
the female supporting plate (2) is square, four sides of the female supporting plate (2) are of a double-layer structure and comprise an upper occlusion edge (21) and a lower occlusion edge (22), and a cavity (23) is formed between the upper occlusion edge (21) and the lower occlusion edge (22); the adjacent mother supporting plates (2) are connected through the child supporting plates (3), and the child supporting plates (3) are inserted into the cavities (23) of the mother supporting plates (2);
the size of the sub-supporting plate (3) is the same as that of the mother supporting plate (2), the thickness of the sub-supporting plate (3) is the same as that of the cavity (23), four corners of the sub-supporting plate (3) are small squares, the thickness of each small square is one third of that of the sub-supporting plate (3), and the side length of each small square is not less than the depth of the cavity (23).
2. The arch rib axillary beam top die device according to claim 1, wherein a dimension observation hole (24) is formed in the middle area of the upper occlusion edge, and scales are arranged on the female supporting plate (2) on one side of the dimension observation hole (24) and used for observing the depth of the male supporting plate (3) inserted into the cavity (23).
3. The arch rib axillary beam top die device according to claim 1, wherein the groove top (1) is welded at the center of the female supporting plate (2).
4. The arc rib axillary beam top die device according to claim 1, wherein the female supporting plate (2) and the male supporting plate (3) are made of galvanized steel plates.
5. The arc rib axillary beam top die device according to claim 1, wherein the groove top (1) is a hollow shell and is formed by stamping galvanized steel sheets.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020466399.3U CN212002275U (en) | 2020-04-02 | 2020-04-02 | Arc rib axillary beam top mould device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020466399.3U CN212002275U (en) | 2020-04-02 | 2020-04-02 | Arc rib axillary beam top mould device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212002275U true CN212002275U (en) | 2020-11-24 |
Family
ID=73403308
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020466399.3U Active CN212002275U (en) | 2020-04-02 | 2020-04-02 | Arc rib axillary beam top mould device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212002275U (en) |
-
2020
- 2020-04-02 CN CN202020466399.3U patent/CN212002275U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207228617U (en) | A kind of concrete-pouring template float Structure for basement barricade single side formwork | |
| CN107989238A (en) | A kind of cast-in-place sandwiched heat-preservation shear wall structure, assembled architecture and engineering method | |
| CN212248841U (en) | Connecting structure of reinforced truss concrete combined floor slab and concrete wall or beam | |
| US8397464B2 (en) | Middle pour anchor bolt holder | |
| CN206329145U (en) | A kind of quick assembled type enclosure wall | |
| CN113737936B (en) | Connection structure of prefabricated combined duplex balcony and construction method | |
| CN214402295U (en) | Prefabricated formula concrete shear wall structure | |
| CN207245188U (en) | A kind of basement barricade single side formwork bracing means | |
| CN113846746A (en) | Basement structure beneficial to efficient construction and construction method | |
| CN206722216U (en) | A kind of prefabricated girder of laminated floor slab | |
| CN212002275U (en) | Arc rib axillary beam top mould device | |
| CN216041272U (en) | Prefabricated fetal membrane subassembly | |
| CN210369491U (en) | Floor board of integrated house | |
| CN203546908U (en) | Assembly type building wall beam stable connection structure | |
| CN207597652U (en) | A kind of cast-in-place sandwiched heat-preservation shear wall structure and assembled architecture | |
| CN217353856U (en) | Assembled precast concrete encloses fender | |
| CN203113514U (en) | Combined split-mounting-type house device | |
| CN218479415U (en) | Moulding apical membrane structure of roof afforestation is planted to basement | |
| CN206707152U (en) | A kind of steel staircase concrete face slab | |
| CN204531173U (en) | A kind of precast concrete foundation girder construction | |
| CN103498512A (en) | Stable connecting structure of prefabricated building wall beam | |
| CN213204202U (en) | Prefabricated assembled retaining wall of board wall separation | |
| CN216130386U (en) | Light steel keel partition wall | |
| CN210395417U (en) | Prefabricated formula steel construction pit of integration | |
| CN113445741B (en) | Half-floor tower suspended ceiling construction method |
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: 20230116 Address after: 409-419, Floor 4, Martial Arts Museum Building, No. 168 Yugu Road, Xihu District, Hangzhou, Zhejiang, 310007 (singular) Patentee after: Jiedi Design Group Co.,Ltd. Address before: 266000 19th Floor, G1 Building, 288 Ningxia Road, Shinan District, Qingdao City, Shandong Province Patentee before: QINGDAO GAD BUILDING DESIGN Co.,Ltd. |