CN211080982U - Multifunctional steel structure construction platform - Google Patents
Multifunctional steel structure construction platform Download PDFInfo
- Publication number
- CN211080982U CN211080982U CN201921721151.0U CN201921721151U CN211080982U CN 211080982 U CN211080982 U CN 211080982U CN 201921721151 U CN201921721151 U CN 201921721151U CN 211080982 U CN211080982 U CN 211080982U
- Authority
- CN
- China
- Prior art keywords
- steel
- steel plate
- steel structure
- plate connecting
- construction platform
- 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
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to an assembly type building construction field, in particular to a multifunctional steel structure construction platform, which comprises a plurality of steel structure platforms and a plurality of temporary jacks, wherein the steel structure platforms are fixed on a stand column, and the temporary jacks are fixed on the steel structure platforms; each steel structure platform comprises supporting legs, steel plate connecting members and steel plate planes; steel plate connecting members are arranged below the planes of the steel plates and are used for being connected with the stand columns; the supporting legs are used for connecting the steel plate plane and the steel plate connecting component. The utility model discloses simple structure connects fixed strength height, easily dismantles and is under construction, has improved prefabricated component's installation effectiveness, facilitate promotion and use.
Description
Technical Field
The utility model relates to an assembly type structure construction field specifically is a multi-functional steel construction platform for prefabricated component.
Background
In the assembly type building industry, the installation and connection of the prefabricated longitudinal beams, the prefabricated transverse beams and the upright columns are important subsection projects for the construction of the prefabricated structure of the prestressed longitudinal beam system and the prestressed transverse beam system.
At present, most buildings in China still mainly adopt cast-in-place. With the development of society, the country advocates the development of green buildings vigorously, preferentially adopts an industrialized construction mode, and the industrialization of buildings represented by fabricated buildings is more and more emphasized, so that the prefabricated building has wide application prospects. Formwork support is often used during the construction of fabricated buildings. Traditional formwork support is in carrying out the installation, and installation fixed strength is not high, and the whole installation is troublesome, and efficiency is not high, has greatly influenced the security that later stage prefabricated longeron, prefabricated crossbeam were under construction simultaneously.
SUMMERY OF THE UTILITY MODEL
In order to solve the problem that exists among the prior art, the utility model provides a multi-functional steel construction platform, its simple structure connects the fixed strength height, and easily dismantles and the construction has improved prefabricated component's installation effectiveness, facilitate promotion and use.
The utility model adopts the technical scheme as follows: a multifunctional steel structure construction platform comprises a plurality of steel structure platforms and a plurality of temporary jacks, wherein the steel structure platforms are fixed on an upright post, and the temporary jacks are fixed on the steel structure platforms; each steel structure platform comprises supporting legs, steel plate connecting members and steel plate planes; steel plate connecting members are arranged below the planes of the steel plates and are used for being connected with the stand columns; the supporting legs are used for connecting the steel plate plane and the steel plate connecting component.
In a preferred embodiment, the upright post is provided with an upright post embedded assembly, and the steel plate connecting member is connected with the upright post embedded assembly.
In a preferred embodiment, the legs and the steel plate connecting member are provided as one integral member.
In a preferred embodiment, the integral member formed by the legs and the steel plate connecting member is fixed on the upright post by high-strength bolts.
Compared with the prior art, the utility model has the advantages of it is following:
1. with the help of the utility model discloses steel construction platform can carry out interim support with prefabricated longeron, crossbeam and stand, through the relative position of adjustment prefabricated longeron, crossbeam and stand to prefabricated longeron, crossbeam and stand are connected and the stretch-draw of prestressing tendons, treat that the joint is accomplished and the post that finishes is answered in advance, and prefabricated longeron, crossbeam and stand have been connected and become whole, the utility model relates to an interim structure can be in order to shift to another a set of prefabricated longeron, crossbeam and column mouting's work. The steel construction platform can regard as constructor's operation platform and put the thing platform.
2. The utility model discloses in the course of the work, fix on the stand to avoid the influence of conditions such as job site topography, construction height, be applicable to the support and the position adjustment of prefabricated longeron, crossbeam under the various operating modes.
3. The steel structure platform has high fixing strength, and the horizontal and longitudinal positions of the prefabricated longitudinal beam can be adjusted by a jack above the steel structure platform; the comprehensive mounting platform does not need to be erected with a floor stand, a large amount of support materials and erection time are saved, and the construction efficiency is high.
4. The utility model discloses the dismouting is simple, easily installs, and the applicable different cross sectional dimension's of steel construction platform stand, the suitability is strong. The main component landing leg and the steel plate connecting component of the steel structure platform are of an integral structure, and the assembling time is shortened.
Drawings
FIG. 1 is a schematic view of the main structure of the present invention;
FIG. 2 is a schematic structural view of the present invention for the construction of prefabricated longitudinal and transverse beams;
FIG. 3 is a schematic view of the column pre-embedded member of the present invention;
fig. 4 is a front view of the column embedded member of the present invention;
FIG. 5 is a schematic view of a structure of the present invention suitable for enlarging the cross-sectional dimension of the column;
wherein: 1-upright column; 2, prefabricating a cross beam; 3, prefabricating the longitudinal beam; 4-steel plate plane; 5-a support leg; 6-temporary jack; 7-a steel structure platform; 8-steel plate connecting members; 9-column pre-embedded members; 10-pre-buried bolt holes of steel plate connecting members; 11-temporary overlapping of the steel plates.
Detailed Description
In order to make the present invention clearer, the present invention will be described in detail with reference to the following embodiments and accompanying drawings. The described embodiments are only some of the embodiments of the present invention, and not all of them.
Examples
As shown in fig. 1-5, the utility model discloses mainly include a plurality of steel construction platforms 7 and a plurality of interim jack 6, each steel construction platform 7 includes landing leg 5, steel sheet connecting elements 8 and independent steel sheet plane 4, and a plurality of steel construction platforms are fixed on the prefabricated component of this prefabricated building of stand. A steel plate connecting component 8 used for being connected with the stand column is arranged below each steel plate plane 4, and supporting legs are used for connecting the steel plate planes and the steel plate connecting components; the temporary jack 6 is fixed on each steel structure platform 7, so that the jack has a better supporting function.
The number of the steel plate connecting member embedded bolt holes 10 and the number of the stand column embedded assemblies 9 are set according to the weight of the prefabricated longitudinal cross beam. In this embodiment, the perpendicular right-angle side of landing leg 5 is a whole stress structure with steel sheet connecting elements 8, and after the solid member that constitutes landing leg 5 and the steel sheet connecting elements 8 that correspond respectively fixed to the stand, on landing leg 5 and steel sheet connecting elements 8 were arranged in through effective connection to steel sheet plane 4, temporary jack 6 fixed connection realized firm support at the up end in steel sheet plane 4.
The steel structure construction platform is fixedly connected with the upright post 1 through the support legs 5 and the steel plate connecting member 8, and the whole construction platform has a good supporting effect; meanwhile, the steel structure construction platform is convenient to mount and dismount, the integrity and the applicability of the steel structure construction platform are high, the construction time can be saved, and the steel structure platform can be repeatedly used for construction. The temporary jack on the steel structure construction platform is fixed on the steel structure platform, and the relative fixation between the temporary jack and the steel plate plane is ensured, so that the jack has a better supporting and adjusting effect, and the horizontal and longitudinal position adjustment is carried out on the prefabricated longitudinal beam according to the requirement.
As one of them embodiment, when stand cross-sectional dimension grow, this steel construction platform can adopt same mode to install on the stand, will produce the clearance between a plurality of independent steel construction platforms, can use interim overlap joint steel sheet 11 with adjacent steel sheet plane overlap joint, the construction of being convenient for. The steel construction platform can regard as constructor's operation platform and temporary storage platform simultaneously.
The steel structure construction platform is a steel structure member, so that the installation is convenient, and the construction efficiency is high. As one embodiment, the embedded member on the pillar may also be an embedded steel bar.
The above description is only for the preferred embodiment of the present invention and should not be taken as limiting the invention, and any modifications, equivalent replacements, and improvements made within the spirit and principle of the present invention should be included within the protection scope of the present invention.
Claims (6)
1. A multifunctional steel structure construction platform is characterized by comprising a plurality of steel structure platforms and a plurality of temporary jacks, wherein the steel structure platforms are fixed on a stand column, and the temporary jacks are fixed on the steel structure platforms; each steel structure platform comprises supporting legs, steel plate connecting members and steel plate planes; steel plate connecting members are arranged below the planes of the steel plates and are used for being connected with the stand columns; the supporting legs are used for connecting the steel plate plane and the steel plate connecting component.
2. The multifunctional steel structure construction platform of claim 1, wherein the upright post is provided with an upright post embedded assembly, and the steel plate connecting member is connected with the upright post embedded assembly.
3. The multifunctional steel structure construction platform according to claim 1, wherein the leg and the steel plate connecting member are provided as one integral member.
4. The multifunctional steel structure construction platform according to claim 3, wherein the integral member formed by the legs and the steel plate connecting member is fixed to the columns by high-strength bolts.
5. The multifunctional steel structure construction platform of claim 1, wherein the steel plate connecting member is provided with a reserved bolt hole, and the steel plate connecting member is connected with the column embedded assembly on the column through a high-strength bolt.
6. The multifunctional steel structure construction platform according to claim 1, wherein the temporary jack is fixedly connected to the upper end surface of the steel plate plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921721151.0U CN211080982U (en) | 2019-10-15 | 2019-10-15 | Multifunctional steel structure construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921721151.0U CN211080982U (en) | 2019-10-15 | 2019-10-15 | Multifunctional steel structure construction platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211080982U true CN211080982U (en) | 2020-07-24 |
Family
ID=71628718
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921721151.0U Active CN211080982U (en) | 2019-10-15 | 2019-10-15 | Multifunctional steel structure construction platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211080982U (en) |
-
2019
- 2019-10-15 CN CN201921721151.0U patent/CN211080982U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107090975B (en) | Formwork erecting construction method for ultrahigh large-span concrete cast-in-place beam bailey truss | |
| KR19990072014A (en) | Lift-up method for building buildings from above to the ground | |
| CN211775609U (en) | Integrated form scaffold of independent post roof beam outer frame high-rise building | |
| CN111877773A (en) | Installation method of large-span annular pressure ring single-layer grid steel roof | |
| JP2011012464A (en) | Method of constructing base isolating structure, and temporary supporting structure for base isolating device | |
| CN211340840U (en) | Tower crane foundation of internal climbing tower crane | |
| CN211472190U (en) | Box girder outer formwork component supporting structure based on disc buckle type support | |
| CN211080982U (en) | Multifunctional steel structure construction platform | |
| CN210857253U (en) | Foundation fixing node of permanent box type house | |
| CN216640654U (en) | Tower crane landing leg positioning device | |
| JP3421298B2 (en) | Internal stairs for buildings and method of construction | |
| CN212224669U (en) | Super large box steel column installation system | |
| JP2022120437A (en) | Slide method of structure using moving working platform | |
| CN210289075U (en) | Adjustable elevator shaft operating platform system that can have enough to meet need | |
| CN209907886U (en) | Adjustable assembled stair construction platform | |
| CN210976654U (en) | Novel connecting device for temporarily fixing prefabricated part | |
| CN112854702A (en) | Large-span silo roof construction platform and erection method | |
| CN114293791B (en) | Auxiliary fixture for installing non-fixedly-connected steel column | |
| CN215168311U (en) | Temporary supporting structure for reinforcing and reforming cultural relics | |
| CN220301862U (en) | Temporary supporting structure of high-rise outer overhanging corridor | |
| CN217054082U (en) | Cantilever beam arrangement structure of staircase | |
| CN220058557U (en) | Anti-overturning support column for bearing rail layer basement roof returning | |
| CN218893398U (en) | Tower crane foundation structure for high-altitude tower column construction | |
| CN216428010U (en) | Cast-in-place beam support of ramp bridge | |
| KR20040028221A (en) | Support construction for slab of prestressed concrete beam of bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 510220 self compiled 239A room, 2 floor, seven tower, Hongtai wisdom Valley, 23 Tianhe District Si Cheng Road, Tianhe District, Guangzhou. Patentee after: Hanyang International Engineering Consulting Co., Ltd Address before: 510220 self compiled 239A room, 2 floor, seven tower, Hongtai wisdom Valley, 23 Tianhe District Si Cheng Road, Tianhe District, Guangzhou. Patentee before: Guangzhou Hanyang Engineering Consulting Co.,Ltd. |