CN210976594U - Auxiliary mounting device for laminated plate - Google Patents
Auxiliary mounting device for laminated plate Download PDFInfo
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- CN210976594U CN210976594U CN201921525874.3U CN201921525874U CN210976594U CN 210976594 U CN210976594 U CN 210976594U CN 201921525874 U CN201921525874 U CN 201921525874U CN 210976594 U CN210976594 U CN 210976594U
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Abstract
The utility model discloses an installation device is assisted to superimposed sheet, including two parallel arrangement's superimposed beam prefabricated portion, establish respectively at the superimposed sheet elevation adjusting device on two superimposed beam prefabricated portion opposite faces, still include two parallel arrangement's vertical girder steel, a plurality of mutual parallel arrangement's horizontal shaped steel and support superimposed sheet on the horizontal shaped steel, two vertical girder steel sets up respectively on the superimposed sheet elevation adjusting device of superimposed beam prefabricated portion homonymy, each the both ends of horizontal shaped steel set up on two vertical girder steels adjustably respectively. The device not only can reduce the use of scaffold frame, reduces the material waste, reduce cost, can also guarantee that superimposed sheet does not take place the bending deflection.
Description
Technical Field
The utility model relates to an assembly type structure construction technical field specifically relates to a superimposed sheet assists installation device.
Background
The assembly type building construction mode is greatly popularized by China due to the advantages of water saving, energy saving, material saving, manpower saving, construction period shortening and the like. At the present stage, the construction and assembly of the prefabricated concrete structure in China mostly adopt a construction mode of cast-in-place of a vertical member and cast-in-place of a transverse member in an overlapped mode. For example, in a frame structure, a floor slab is constructed by placing a laminated slab on a laminated beam, and then performing mold sealing and pouring. Because superimposed sheet and superimposed beam edge overlap joint, for safety and prevent to pour in-process superimposed sheet and take place the bending deflection, the construction side still can set up the template and support with "red all over the hall" formula scaffold under the superimposed sheet, leads to the job site to differ a little with traditional job site, and the material waste is serious. Compared with the traditional cast-in-place mode, the material saving advantage of the fabricated building is not large.
The invention patent application with publication number CN109707173A discloses an auxiliary device for mounting an assembled composite beam slab and a construction method thereof, and provides the auxiliary device for mounting the composite beam slab, which can reduce or even eliminate the use of scaffold supports, but the composite slab still has bending deflection when being placed on the device, and the number of bolt holes pre-buried in the composite beam is large, namely, the elevation adjustment devices of the composite slab are large, the pre-buried bolt holes cannot be recycled, so that the cost of components is increased.
SUMMERY OF THE UTILITY MODEL
Aiming at the problems in the prior art, the auxiliary mounting device for the laminated slab is provided, the device can reduce the use of a scaffold, reduce the material waste and the cost, and can also ensure that the cast-in-place part of the laminated slab does not have bending deflection.
The specific technical scheme is as follows:
The utility model provides an installation device is assisted to superimposed sheet, includes two parallel arrangement's superimposed beam prefabricated part, establishes respectively at the superimposed sheet elevation adjusting device on two superimposed beam prefabricated part opposite faces, still includes two parallel arrangement's vertical girder steel, a plurality of mutual parallel arrangement's horizontal shaped steel and support and be in superimposed sheet on the horizontal shaped steel, two vertical girder steel sets up respectively on the superimposed sheet elevation adjusting device of superimposed beam prefabricated part homonymy, each the both ends of horizontal shaped steel set up on two vertical girder steels adjustably respectively.
Preferably, each the both ends of horizontal shaped steel are equipped with two angle steel templates respectively, two the angle steel template sets up relatively, each the angle steel template includes diaphragm and vertical plate, two form the space and vertical plate and horizontal shaped steel fixed connection that hold horizontal shaped steel between the vertical plate, be equipped with the regulation hole on the corresponding position of vertical girder steel, the diaphragm passes through the bolt and adjustably fixes in the regulation hole of vertical girder steel.
Preferably, a supporting template is arranged between the two parallel transverse section steels, and the side surface of the supporting template is fixedly connected with the transverse section steel through bolts.
Preferably, each transverse section steel comprises a plurality of sections of section steel, and the sections of section steel are detachably connected with each other.
preferably, superimposed sheet elevation adjusting device includes the L shape bracket that upper and lower board constitutes and vertical adjusting screw of vertical threaded connection on the upper plate of L shape bracket, vertical adjusting screw's the vertical girder steel of upper portion support, the hypoplastron of L shape bracket passes through the bolt and predetermines the pre-buried hole fixed connection on superimposed beam prefabricated part opposite face.
Preferably, the number of the superimposed slab elevation adjusting devices is at least four.
The positive effects of the technical scheme are as follows:
1) The utility model sets the longitudinal steel beams on the elevation adjusting device of the laminated slab at the same side of the prefabricated part of the laminated beam, and then sets a plurality of transverse section steels arranged in parallel between the two longitudinal steel beams to build a platform for supporting the laminated slab, thereby reducing the use of scaffolds, reducing the waste of materials, facilitating the disassembly, being capable of being repeatedly recycled, and most importantly, ensuring that the laminated slab does not generate bending deflection, and being very practical;
2) The transverse section steel and the longitudinal steel beam are connected through an adjustable bolt to realize the distance between the two transverse section steels so as to adapt to different building requirements;
3) A supporting template is arranged between the two transverse section steels to adapt to the cast-in-place of the composite slab, so that the support of a scaffold is reduced, and the construction site is clean and tidy;
4) The transverse profile steel is assembled in a sectional mode and can adapt to different building spaces;
In a word, the utility model discloses the support of the scaffold frame of the red formula in every hall that has significantly reduced vacates the construction space for the bottom, is convenient for alternate the construction, effectively saves the time limit for a project, can also guarantee superimposed sheet's cast-in-place intensity.
Drawings
FIG. 1 is a front view of the overall structure of the present invention;
Fig. 2 is a top view of the overall structure of the present invention;
FIG. 3 is a side view of the connection structure between the longitudinal steel beams and the transverse section steels according to the present invention;
FIG. 4 is a top view of the connection structure between the longitudinal steel beams and the transverse section steels according to the present invention;
Fig. 5 is a schematic view of a connection structure of the supporting template of the present invention.
in the attached drawing, 1, a laminated beam prefabricated part, 2, a laminated slab elevation adjusting device, 21, L-shaped brackets, 211, an upper plate, 212, a lower plate, 22, a vertical adjusting screw, 3, a longitudinal steel beam, 4, transverse section steel, 5, an angle steel template, 51, a transverse plate, 52, a longitudinal plate, 6, an adjusting hole, 7, a supporting template, 8, a laminated slab and 9, a laminated slab cast-in-place part are shown.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the following embodiments are combined with the accompanying drawings to specifically explain the operations provided by the present invention.
In the description of the present invention, it should be noted that the terms "horizontal", "vertical", "up", "down", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the term "connected" is to be interpreted broadly, for example, as a fixed connection, a detachable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Please combine fig. 1 and fig. 2, showing a supplementary installation device of superimposed sheet, including two parallel arrangement's superimposed beam prefabricated part 1, establish superimposed sheet elevation adjusting device 2 on two superimposed beam prefabricated part 1 opposite faces respectively, the quantity of superimposed sheet elevation adjusting device 2 can set up according to actual construction needs, this supplementary installation device of superimposed sheet still includes two parallel arrangement's vertical girder steel 3, a plurality of mutual parallel arrangement's horizontal shaped steel 4 and support superimposed sheet 8 on horizontal shaped steel 4, specifically, two vertical girder steel 3 set up respectively on the superimposed sheet elevation adjusting device 2 of superimposed beam prefabricated part 1 homonymy, the both ends of each horizontal shaped steel 4 set up respectively between two vertical girder steel 3 adjustably, be parallel to each other between a plurality of horizontal shaped steel 4, be perpendicular to each other between horizontal shaped steel 4 and the vertical girder steel 3. By adopting the structure, the number of the superimposed slab elevation adjusting devices 2 can be greatly reduced, the number of the superimposed slab elevation adjusting devices 2 is four at least, the two superimposed slab elevation adjusting devices 2 positioned at the same side of the prefabricated part 1 of the superimposed beam support the longitudinal steel beams 3, namely, two longitudinal steel beams 3 arranged in parallel are provided, the transverse steel beams 4 are erected between the two longitudinal steel beams 3, the transverse steel beams 4 are arranged in parallel, which is equivalent to forming a platform with a support frame, the superimposed slab 8 is laid on the platform, the occurrence of bending deflection of the superimposed slab 8 in the pouring process can be prevented, in addition, the arrangement is realized, the use of scaffolds can be reduced in the construction and installation process, the problem that the scaffolds occupy the construction space of a bottom building can be solved, and the waste of materials is reduced.
Further, as shown in fig. 3 and 4, the position of the transverse steel sections 4 on the longitudinal steel beam 3 is movably arranged to adjust the distance between the two transverse steel sections 4 to adapt to different sizes of the laminated slab 8, and the specific connection mode is as follows: two angle steel templates 5 are respectively arranged at two ends of each transverse steel 4, the two angle steel templates 5 are oppositely arranged, each angle steel template 5 comprises a transverse plate 51 and a longitudinal plate 52, a space for accommodating the transverse steel 4 is formed between the two longitudinal plates 52, the longitudinal plates 52 are fixedly connected with the transverse steel 4, adjusting holes 6 are formed in corresponding positions of the longitudinal steel beams 3, the adjusting holes 6 are generally arranged to be waist-shaped holes, the transverse plate 51 is adjustably fixed in the adjusting holes 6 of the longitudinal steel beams 3 through bolts, and therefore movement of the transverse steel 4 is achieved.
Furthermore, as shown in fig. 5, a supporting template 7 is arranged between two parallel transverse section steels 4, the supporting template 7 can also adopt U-shaped steel, the side surface of the supporting template 7 is fixedly connected with the transverse section steels 4 through bolts, the construction operation of setting templates under the laminated slab 8 and supporting the laminated slab by using a full red scaffold is cancelled, the supporting template 7 connected with the transverse section steels 4 is adopted, not only can the laminated slab 8 be ensured not to generate bending deflection in the pouring process, but also the using amount of the scaffold can be reduced, the cost is reduced, the waste is reduced, the construction space can be vacated for the bottom layer, the alternate construction is facilitated, and the construction period is effectively saved.
Furthermore, each transverse profile steel 4 comprises a plurality of sections of profile steels, the sections of profile steels are detachably connected, so that the building requirements of different buildings can be met, the assembly and disassembly are convenient, the recycling can be realized, and the material waste is reduced.
and the laminated slab elevation adjusting device 2 comprises an L-shaped bracket 21 consisting of an upper plate 212 and a lower plate 212 and a vertical adjusting screw 22 vertically screwed on the upper plate 211 of the L-shaped bracket 21, the upper part of the vertical adjusting screw 22 supports the longitudinal steel beam 3, the lower plate 212 of the L-shaped bracket 21 is fixedly connected with a pre-buried hole preset on the opposite surface of the prefabricated part 1 of the laminated beam through a bolt, and the height of the longitudinal steel beam 3 supported by the vertical adjusting screw 22 can be adjusted according to actual requirements.
In this embodiment, the number of superimposed sheet elevation adjusting devices 2 is four, and can be increased as needed.
The utility model discloses a set up vertical girder steel 3 on superimposed sheet elevation adjusting device 2 of 1 homonymy of superimposed beam prefabricated part, erect a plurality of mutual parallel arrangement's horizontal shaped steel 4 again between two vertical girder steels 3, build the platform that supports superimposed sheet 8, reduced the use of scaffold frame, reduced the waste of material for it is convenient to dismantle, but repeat cyclic utilization, can guarantee that superimposed sheet does not take place the bending deflection above all, and is very practical.
The above is only a preferred embodiment of the present invention, and not intended to limit the scope of the invention, and it should be appreciated by those skilled in the art that various equivalent substitutions and obvious changes made in the specification and drawings should be included within the scope of the present invention.
Claims (6)
1. The utility model provides an installation device is assisted to superimposed sheet, includes two parallel arrangement's superimposed beam prefabricated portion (1), establishes superimposed sheet elevation adjusting device (2) on two superimposed beam prefabricated portion (1) opposite faces respectively, its characterized in that: still include vertical girder steel (3), a plurality of mutual parallel arrangement's horizontal shaped steel (4) and the support of two parallel arrangement superimposed sheet (8) on horizontal shaped steel (4), two vertical girder steel (3) set up respectively on superimposed sheet elevation adjusting device (2) of superimposed sheet prefabricated part (1) homonymy, each the both ends of horizontal shaped steel (4) set up on two vertical girder steels (3) adjustably respectively.
2. A superimposed sheet auxiliary fitting device according to claim 1, wherein: each the both ends of horizontal shaped steel (4) are equipped with two angle steel template (5), two angle steel template (5) set up relatively, each angle steel template (5) are including diaphragm (51) and longitudinal plate (52), two form the space that holds horizontal shaped steel (4) between longitudinal plate (52) and horizontal shaped steel (4) fixed connection, be equipped with regulation hole (6) on the corresponding position of vertical girder steel (3), diaphragm (51) are fixed in regulation hole (6) of vertical girder steel (3) through bolt regulation ability.
3. A superimposed sheet auxiliary fitting device according to claim 1, wherein: and a supporting template (7) is arranged between the two parallel transverse section steels (4), and the side surface of the supporting template (7) is fixedly connected with the transverse section steel (4) through a bolt.
4. A superimposed sheet auxiliary fitting device according to claim 1, wherein: each horizontal section steel (4) comprises a plurality of sections of section steel which are detachably connected.
5. the auxiliary mounting device for the laminated slab as claimed in claim 1, wherein the laminated slab elevation adjusting device (2) comprises an L-shaped bracket (21) consisting of an upper plate and a lower plate (212) and a vertical adjusting screw rod (22) vertically screwed on the upper plate (211) of the L-shaped bracket (21), the upper part of the vertical adjusting screw rod (22) supports the longitudinal steel beam (3), and the lower plate (212) of the L-shaped bracket (21) is fixedly connected with pre-buried holes preset on the opposite surface of the prefabricated part (1) of the laminated beam through bolts.
6. A superimposed sheet auxiliary fitting device according to claim 5, wherein: the number of the superimposed plate elevation adjusting devices (2) is at least four.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921525874.3U CN210976594U (en) | 2019-09-12 | 2019-09-12 | Auxiliary mounting device for laminated plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921525874.3U CN210976594U (en) | 2019-09-12 | 2019-09-12 | Auxiliary mounting device for laminated plate |
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| Publication Number | Publication Date |
|---|---|
| CN210976594U true CN210976594U (en) | 2020-07-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921525874.3U Active CN210976594U (en) | 2019-09-12 | 2019-09-12 | Auxiliary mounting device for laminated plate |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914546A (en) * | 2021-11-25 | 2022-01-11 | 广东工业大学 | Assembled type superposed beam plate structure and construction method thereof |
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2019
- 2019-09-12 CN CN201921525874.3U patent/CN210976594U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914546A (en) * | 2021-11-25 | 2022-01-11 | 广东工业大学 | Assembled type superposed beam plate structure and construction method thereof |
| CN113914546B (en) * | 2021-11-25 | 2023-02-17 | 广东工业大学 | Assembled type superposed beam plate structure and construction method thereof |
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