CN211776064U - Adjustable support system of precast beam component - Google Patents
Adjustable support system of precast beam component Download PDFInfo
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- CN211776064U CN211776064U CN201922498074.3U CN201922498074U CN211776064U CN 211776064 U CN211776064 U CN 211776064U CN 201922498074 U CN201922498074 U CN 201922498074U CN 211776064 U CN211776064 U CN 211776064U
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- rod
- precast beam
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Abstract
The utility model discloses an adjustable supporting system of precast beam components, which comprises at least two groups of adjustable supporting components, wherein each adjustable supporting component comprises a supporting surface, a vertical supporting component, an inclined supporting component and a connecting component, the precast beam components are placed on the supporting surface, the vertical supporting components are installed at the lower part of the supporting surface, the vertical supporting components, the inclined supporting components and the connecting components are connected in pairs to form a triangular stable structure, and the placing directions of the adjacent adjustable supporting components are mutually perpendicular; the vertical supporting assembly comprises a first screw rod, a first telescopic rod and a first bottom steel plate, and the inclined supporting assembly comprises a second screw rod, a second telescopic rod and a second bottom steel plate. The upper end steel plate on the second screw rod is connected with the first telescopic rod, the first screw rod is sleeved in the first telescopic rod, and the position adjusting nut is adjusted to complete the installation of the adjustable supporting component; the respective adjustable support members are arranged at positions such that the placement directions of the adjacent adjustable support members are perpendicular to each other.
Description
Technical Field
The utility model relates to a prefabricated construction erection equipment technical field, in particular to adjustable support system of precast beam component that uses during installation prefabricated construction and application method thereof.
Background
With the vigorous development of the building industry, people continuously improve the environmental awareness of green energy-saving buildings, and a new industrial mode of the building industry, namely prefabricated building, is produced. In the field of prefabricated member construction and installation of prefabricated members for prefabricated buildings, how to simply and safely install the prefabricated members also becomes a concern.
In the installation and construction process of the precast beam component, the support system which is safe, reliable, convenient and fast to construct and capable of being repeatedly used is very important, the construction efficiency is improved, and the industrial modernization of the fabricated building is further realized. Because the height of the supporting structure is different due to different layer heights or the height of the beam on the same layer, the height of the supporting structure is required to be changed, so that the supporting structure of the precast beam component can be adjusted in height within a certain range according to actual conditions to adapt to different layer heights or beam heights. Simultaneously, the bearing structure of precast beam component guarantees that the side direction is stable, be convenient for accomodate the transportation and also be the problem that needs the attention at present.
However, the lateral stability problem is not fully considered in the existing precast beam member supporting structure to ensure the safety and stability of the structure, the accurate adjustment can not be carried out according to the actually required height to meet the precision requirement of construction, and the problem of disassembly or expansion of the supporting structure is not fully considered to meet the requirement of convenience in storage and transportation.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art not enough, provide an adjustable support system of precast beam component, this support system side direction and axial stability when supporting the precast beam component, the height-adjusting of being convenient for realizes reaching the purpose of easy to assemble precast beam component through simple and convenient device.
Another object of the utility model is to provide a use method of adjustable support system of precast beam component.
The technical scheme of the utility model is that: an adjustable supporting system of a precast beam component comprises at least two groups of adjustable supporting components, wherein each group of adjustable supporting components has the same structure, each adjustable supporting component comprises a supporting surface, a vertical supporting component, an inclined supporting component and a connecting component, the precast beam component is placed on the supporting surface, the vertical supporting component is installed at the lower part of the supporting surface, the vertical supporting component, the inclined supporting component and the connecting component are connected in pairs to form a triangular stable structure, and the placing directions of the adjacent adjustable supporting components are mutually perpendicular; the vertical supporting assembly comprises a first screw rod, a first telescopic rod and a first bottom steel plate, and the inclined supporting assembly comprises a second screw rod, a second telescopic rod and a second bottom steel plate.
The supporting surface comprises a supporting steel plate and an anti-slip cushion layer positioned on the top of the supporting steel plate, a circle of rubber band is arranged around the anti-slip cushion layer, and the anti-slip cushion layer is sleeved around the supporting steel plate through the rubber band. Wherein, adopt the rubber band fixed anti-skidding bed course, facilitate the use, dismantle and change.
The first screw rod, the first telescopic rod and the first bottom steel plate are sequentially connected from top to bottom, the first telescopic rod is a hollow rod piece, the lower portion of the first screw rod is sleeved in the first telescopic rod, a matched positioning nut is arranged on the first screw rod, and the positioning nut is clamped at the pipe orifice of the first telescopic rod and used for positioning. Wherein, the diameter of positioning nut is greater than the mouth of pipe of first telescopic link, and rotatory positioning nut changes its axial position on first screw rod, can adjust the height of holding surface.
The first telescopic rod comprises at least two sections of hollow rod pieces which are arranged up and down, the upper hollow rod piece is sleeved in the lower hollow rod piece, the upper hollow rod piece is provided with a first positioning pin, the lower hollow rod piece is provided with a positioning hole, and the first positioning pin is clamped on the positioning hole. The locating hole can set up a plurality ofly, satisfies the not location demand of co-altitude. The first positioning pin is used as a button of the first telescopic rod, and when the telescopic rod is used, the upper section of the hollow rod piece is pulled out, and the first positioning pin is clamped on a positioning hole arranged on the lower section of the rod piece to perform positioning extension; when the telescopic rod is stored, the first positioning pin is pressed down, the upper section of hollow rod piece can be retracted into the lower section of hollow rod piece, and the like, so that the first telescopic rod can be retracted.
The upper portion of the first screw rod is of a circular truncated cone-shaped structure, the circular truncated cone is connected with the supporting surface, and the bottom of the first telescopic rod is of a circular truncated cone-shaped structure. The upper portion of the first screw is connected with the supporting face in a welded mode, the bottom of the first telescopic rod is connected with the first bottom steel plate in a welded mode, the contact surface of the round platform-shaped structure is enlarged, and welding and stability keeping are facilitated.
The inclined supporting assembly further comprises an upper end steel plate and a lower end steel plate, the upper end steel plate, the second screw rod, the second telescopic rod, the lower end steel plate and the second bottom steel plate are sequentially connected from top to bottom, the second telescopic rod is a hollow rod piece, and an internal thread matched with the second screw rod is arranged at one end, connected with the second screw rod, of the second telescopic rod. Wherein, the top at the second screw rod is fixed to the upper end steel sheet, and the upper end steel sheet passes through the nut with the first locating pin of the top of vertical support assembly to be connected, is equipped with the through-hole on the upper end steel sheet, and the through-hole of upper end steel sheet passes the first locating pin of the top, and the rethread nut is fixed, and lower extreme steel sheet welded fastening is on second bottom steel sheet.
The second telescopic rod comprises at least two hollow rod pieces which are arranged up and down, the hollow rod piece directly connected with the second screw rod is provided with internal threads, the upper hollow rod piece is sleeved in the lower hollow rod piece, the upper hollow rod piece is provided with a second positioning pin, the lower hollow rod piece is provided with a positioning hole, and the second positioning pin is clamped on the positioning hole. The locating hole can set up a plurality ofly, satisfies the not location demand of co-altitude. Wherein the second screw rotates to fine-tune the length of the diagonal bracing assembly.
The lower end steel plate is fixed on the second bottom steel plate, and the second telescopic rod is rotatably connected with the lower end steel plate.
Coupling assembling is fixed with first connection steel sheet on the first bottom steel sheet including connecting the horizontal pole, be equipped with second connection steel sheet on the second bottom steel sheet, connects first connection steel sheet and second connection steel sheet respectively at the both ends of horizontal pole. Wherein, first connecting steel plate and second connecting steel plate are all through welded fastening, are equipped with the through-hole on first connecting steel plate and the second connecting steel plate, connect the horizontal pole and pass through bolted connection, realize that vertical supporting component and bearing diagonal subassembly's bottom is connected.
A method for using an adjustable supporting system of a precast beam component comprises the steps of extending and positioning a first telescopic rod of a vertical supporting component and a second telescopic rod of an oblique supporting component, connecting a connecting component with a first connecting steel plate and a second connecting steel plate by bolts, finely adjusting the length of the second screw rod to enable an upper end steel plate on the second screw rod to be connected with the first telescopic rod, sleeving the first screw rod into the first telescopic rod, adjusting a positioning nut according to the required height of a supporting surface, and completing the installation of the adjustable supporting component; the respective adjustable support members are arranged at positions such that the placement directions of the adjacent adjustable support members are perpendicular to each other.
Compared with the prior art, the utility model, following beneficial effect has:
the utility model discloses a precast beam component's support system can install and dismantle at any time, length that can stretch out and draw back moreover can shorten when accomodating, reduces and accomodates required space, is favorable to accomodating and transporting.
The utility model discloses precast beam component's support system has adopted first screw rod and second screw rod, can adjust the height of support system in order to adapt to different roof beam height or different layer height according to actual conditions.
The utility model discloses but the antiskid bed course of elasticity, convenient to detach or replacement have been adopted at precast beam component's support system top.
The vertical supporting component and the inclined supporting component of the supporting system of the precast beam component are connected into a stable triangle, so that the overall stability is improved; the bidirectional inclined support is adopted, so that the bidirectional lateral stability of the support system can be better ensured.
The utility model discloses the support system of precast beam component uses easy and simple to handle, can install this support system fast on the scene, and the effect is showing.
Drawings
FIG. 1 is a front view of an adjustable support member.
Fig. 2 is a schematic perspective view of the adjustable supporting member.
FIG. 3 is a schematic view of the vertical support assembly and the support surface.
Fig. 4 is a schematic structural view of the adjustable support system in a use state.
Fig. 5 is a detailed structural diagram of the first positioning pin.
As shown in the drawing, 1 is a precast beam member, 2 is an anti-skid pad layer, 3 is a support steel plate, 4 is a first screw, 5 is a positioning nut, 6 is a first telescopic rod, 7 is a first positioning pin, 8 is a first bottom steel plate, 9 is a first connecting steel plate, 10 is a second screw, 11 is a second telescopic rod, 12 is a second positioning pin, 13 is an upper end steel plate, 14 is a lower end steel plate, 15 is a second bottom steel plate, 16 is a second connecting steel plate, 17 is a connecting cross rod, 18 is a hollow rod, 19 is a protection cylinder, and 20 is a spring.
Detailed Description
The present invention will be described in further detail with reference to examples, but the present invention is not limited thereto.
Examples
An adjustable supporting system of a precast beam component in this embodiment is shown in fig. 1 to 5, and includes at least two groups of adjustable supporting components, each group of adjustable supporting components has the same structure, each adjustable supporting component includes a supporting surface, a vertical supporting component, an inclined supporting component and a connecting component, a precast beam component 1 is placed on the supporting surface, the vertical supporting components are fixedly welded on the lower portion of the supporting surface, the vertical supporting components, the inclined supporting components and the connecting components are connected in pairs to form a triangular stable structure, and the placing directions of adjacent adjustable supporting components are perpendicular to each other; the vertical supporting component comprises a first screw rod 4, a first telescopic rod 6 and a first bottom steel plate 8, and the inclined supporting component comprises a second screw rod 10, a second telescopic rod 11 and a second bottom steel plate.
The supporting surface includes supporting steel plate 3 and the anti-skidding bed course 2 that is located the supporting steel plate top, be equipped with the round rubber band around the anti-skidding bed course, overlap the anti-skidding bed course around supporting steel plate through the rubber band, adopt the fixed anti-skidding bed course of rubber band, facilitate the use, dismantle and change.
First screw rod, first telescopic link and first bottom steel sheet from top to bottom connect gradually, and first telescopic link is hollow member, and the lower part cover of first screw rod is equipped with matched with positioning nut 5 in first telescopic link on the first screw rod, and the positioning nut card is used for the location at the mouth of pipe of first telescopic link. The diameter of the positioning nut is larger than the pipe orifice of the first telescopic rod, the positioning nut is rotated to change the axial position of the positioning nut on the first screw rod, and the height of the first screw rod can be adjusted, so that the height of the supporting surface is adjusted. The first telescopic rod comprises at least two sections of hollow rod pieces which are arranged up and down, the upper hollow rod piece is sleeved in the lower hollow rod piece, the upper hollow rod piece is provided with a first positioning pin 7, the lower hollow rod piece is provided with a positioning hole, and the first positioning pin is clamped on the positioning hole. The first positioning pin is used as a button of the first telescopic rod, and when the telescopic rod is used, the upper section of the hollow rod piece is pulled out, and the first positioning pin is clamped on a positioning hole arranged on the lower section of the rod piece for positioning and extending; when the telescopic rod is stored, the first positioning pin is pressed down, the upper section of hollow rod piece can be retracted into the lower section of hollow rod piece, and the like, so that the first telescopic rod can be retracted. A protection barrel 19 and a spring 20 are arranged at the position of a hollow rod piece 18 for installing the first positioning pin, the protection barrel can improve the stress capacity of the first positioning pin, and the first positioning pin is clamped on the positioning hole by the thrust of the spring and is pressed to retract. The upper portion of the first screw rod is of a circular truncated cone-shaped structure, the circular truncated cone is connected with the supporting surface, and the bottom of the first telescopic rod is of a circular truncated cone-shaped structure. The upper portion and the holding surface welded connection of first screw rod, the bottom and the first bottom steel sheet welded connection of first telescopic link, round platform column structure increase contact surface is favorable to welding and remain stable.
The inclined supporting assembly further comprises an upper end steel plate 13 and a lower end steel plate 14, the upper end steel plate 13, a second screw rod, a second telescopic rod, the lower end steel plate 14 and a second bottom steel plate 15 are sequentially connected from top to bottom, the second telescopic rod is a hollow rod piece, and an internal thread matched with the second screw rod is arranged at one end, connected with the second screw rod, of the second telescopic rod. The upper end steel sheet is fixed at the top of second screw rod, and fixed mode is welding or integrated into one piece, and the upper end steel sheet passes through the nut with the first locating pin of the top of vertical support component to be connected, is equipped with the through-hole on the upper end steel sheet, and the through-hole of upper end steel sheet passes the first locating pin of the top, and the rethread nut is fixed, and lower extreme steel sheet welded fastening is on second bottom steel sheet, and fixed mode is welding or integrated into one piece. The second telescopic link includes at least two hollow rod pieces which are arranged up and down, the hollow rod piece directly connected with the second screw rod is provided with internal threads, the upper hollow rod piece is sleeved in the lower hollow rod piece, the upper hollow rod piece is provided with a second positioning pin 12, the lower hollow rod piece is provided with a positioning hole, and the second positioning pin is clamped on the positioning hole. The hollow rod piece for installing the second positioning pin is provided with a protection barrel and a spring, the protection barrel can improve the stress capacity of the second positioning pin, and the second positioning pin is clamped on the positioning hole by the thrust of the spring and is pressed to retract. Wherein, the rotatory length that can finely tune the bearing diagonal subassembly of second screw rod, the lower extreme steel sheet is fixed on second bottom steel sheet, and the second telescopic link is rotationally connected with the lower extreme steel sheet, is convenient for adjust the angle of bearing diagonal subassembly.
Coupling assembling is fixed with first connection steel sheet 9 including connecting horizontal pole 17 on the first bottom steel sheet, is equipped with second connection steel sheet 16 on the second bottom steel sheet, connects first connection steel sheet and second connection steel sheet respectively at the both ends of horizontal pole. Wherein, first connecting steel plate and second connecting steel plate are all through welded fastening, are equipped with the through-hole on first connecting steel plate and the second connecting steel plate, connect the horizontal pole and pass through bolted connection, realize that vertical supporting component and bearing diagonal subassembly's bottom is connected.
A use method of an adjustable supporting system of a precast beam component specifically comprises the following steps:
extending and positioning a first telescopic rod of the vertical supporting component and a second telescopic rod of the oblique supporting component, and clamping and positioning a first positioning pin and a second positioning pin in positioning holes;
connecting a connecting cross rod of the connecting assembly with a first connecting steel plate and a second connecting steel plate by bolts, rotating a second screw rod, and finely adjusting the length of the second screw rod to enable an upper end steel plate on the second screw rod to be connected with a first positioning pin of a first telescopic rod, and sleeving the upper end steel plate on the uppermost first positioning pin and fixing the upper end steel plate by nuts;
the supporting surface is welded and fixed with the first screw rod, the first screw rod is sleeved in the first telescopic rod, and the position adjusting nut is adjusted according to the required height of the supporting surface to complete the installation of the adjustable supporting component;
and adjusting the rest of the adjustable supporting members according to the steps, and arranging the positions of the adjustable supporting members to enable the placing directions of the adjacent adjustable supporting members to be perpendicular to each other, wherein the adjustable supporting members support the precast beam members together.
As described above, the present invention can be realized well, and the above embodiments are only preferred embodiments of the present invention, and are not intended to limit the scope of the present invention; all equivalent changes and modifications made according to the present invention are intended to be covered by the scope of the claims of the present invention.
Claims (9)
1. An adjustable supporting system of a precast beam component is characterized by comprising at least two groups of adjustable supporting components, wherein each group of adjustable supporting components has the same structure, each adjustable supporting component comprises a supporting surface, a vertical supporting component, an inclined supporting component and a connecting component, the precast beam component is placed on the supporting surface, the vertical supporting components are mounted at the lower part of the supporting surface, the vertical supporting components, the inclined supporting components and the connecting components are connected in pairs to form a triangular stable structure, and the placing directions of the adjacent adjustable supporting components are mutually perpendicular; the vertical supporting assembly comprises a first screw rod, a first telescopic rod and a first bottom steel plate, and the inclined supporting assembly comprises a second screw rod, a second telescopic rod and a second bottom steel plate.
2. The adjustable supporting system of the precast beam component as claimed in claim 1, wherein the supporting surface comprises a supporting steel plate and an anti-slip cushion layer on top of the supporting steel plate, a ring of rubber band is provided around the anti-slip cushion layer, and the anti-slip cushion layer is sleeved around the supporting steel plate through the rubber band.
3. The adjustable supporting system of the precast beam component of claim 1, wherein the first screw, the first telescopic rod and the first bottom steel plate are sequentially connected from top to bottom, the first telescopic rod is a hollow rod, the lower part of the first screw is sleeved in the first telescopic rod, the first screw is provided with a matched positioning nut, and the positioning nut is clamped at a pipe orifice of the first telescopic rod for positioning.
4. The adjustable supporting system of the precast beam component of claim 3, wherein the first telescopic rod comprises at least two hollow rod members arranged up and down, the upper hollow rod member is sleeved in the lower hollow rod member, the upper hollow rod member is provided with a first positioning pin, the lower hollow rod member is provided with a positioning hole, and the first positioning pin is clamped on the positioning hole.
5. The adjustable supporting system of the precast beam component of claim 3, wherein the upper portion of the first screw rod is of a circular truncated cone-shaped structure, the circular truncated cone is connected with the supporting surface, and the bottom of the first telescopic rod is of a circular truncated cone-shaped structure.
6. The adjustable supporting system of the precast beam component of claim 1, wherein the diagonal bracing assembly further comprises an upper end steel plate and a lower end steel plate, the upper end steel plate, the second screw rod, the second telescopic rod, the lower end steel plate and the second bottom steel plate are sequentially connected from top to bottom, the second telescopic rod is a hollow rod, and an inner thread matched with the second screw rod is arranged at one end of the second telescopic rod, which is connected with the second screw rod.
7. The adjustable supporting system of precast beam component of claim 6, wherein the second telescopic rod comprises at least two hollow rods arranged up and down, the hollow rod directly connected with the second screw is provided with an internal thread, the upper hollow rod is sleeved in the lower hollow rod, the upper hollow rod is provided with a second positioning pin, the lower hollow rod is provided with a positioning hole, and the second positioning pin is clamped on the positioning hole.
8. The adjustable support system of precast beam element of claim 6, wherein the lower steel plate is fixed on the second bottom steel plate, and the second telescopic bar is rotatably connected with the lower steel plate.
9. The adjustable supporting system of the precast beam component of claim 1, wherein the connecting assembly comprises a connecting cross bar, a first connecting steel plate is fixed on the first bottom steel plate, a second connecting steel plate is arranged on the second bottom steel plate, and two ends of the connecting cross bar are respectively connected with the first connecting steel plate and the second connecting steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922498074.3U CN211776064U (en) | 2019-12-31 | 2019-12-31 | Adjustable support system of precast beam component |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922498074.3U CN211776064U (en) | 2019-12-31 | 2019-12-31 | Adjustable support system of precast beam component |
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| CN211776064U true CN211776064U (en) | 2020-10-27 |
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| CN201922498074.3U Active CN211776064U (en) | 2019-12-31 | 2019-12-31 | Adjustable support system of precast beam component |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110924682A (en) * | 2019-12-31 | 2020-03-27 | 华南理工大学 | Adjustable support system of precast beam component and use method thereof |
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2019
- 2019-12-31 CN CN201922498074.3U patent/CN211776064U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110924682A (en) * | 2019-12-31 | 2020-03-27 | 华南理工大学 | Adjustable support system of precast beam component and use method thereof |
| CN110924682B (en) * | 2019-12-31 | 2023-10-20 | 华南理工大学 | Adjustable support system of precast beam member and application method thereof |
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