CN220848702U - Assembled component supporting system - Google Patents
Assembled component supporting system Download PDFInfo
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- CN220848702U CN220848702U CN202322694474.8U CN202322694474U CN220848702U CN 220848702 U CN220848702 U CN 220848702U CN 202322694474 U CN202322694474 U CN 202322694474U CN 220848702 U CN220848702 U CN 220848702U
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- side pipe
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- pipe
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- 229910000831 Steel Inorganic materials 0.000 claims description 40
- 239000010959 steel Substances 0.000 claims description 40
- 210000001503 joint Anatomy 0.000 claims description 7
- 230000008719 thickening Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 13
- 238000011065 in-situ storage Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000000452 restraining effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model discloses an assembled component supporting system, which comprises a supporting vertical rod and a horizontal supporting rod, wherein the supporting vertical rod comprises a lower section square tube and an upper section square tube, and the upper section square tube is sleeved in the lower section square tube; the supporting system sets the supporting upright rod into two sections of square tubes, and the integral length of the supporting upright rod is adjusted by adjusting the lap joint length of the lower section square tube and the upper section square tube; the problem that the vertical rods with different lengths are required to be arranged at different floor heights, different plate thicknesses and different beam heights is solved, the vertical rod height can be freely adjusted through the two-section square tube design of the supporting vertical rod, the adjustable range is larger, the repeated use rate of the vertical rod is higher, the time for workers to find the vertical rod is shortened, and the operation efficiency is improved; moreover, the upper section square tube is sleeved in the lower section square tube, so that the space of the assembled component can be saved as much as possible when the assembled component is stored.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to an assembled component supporting system.
Background
The rapid development of the assembled building in China plays an important role in the construction of the cast-in-place concrete structure of the assembled building, the formwork support system not only relates to the casting safety of the cast-in-place concrete, but also greatly influences the construction efficiency of the building; in the cast-in-place concrete structure of the assembled building, the horizontal component mainly comprises cast-in-place beams, plates and prefabricated superposed beams and plates. The support system adopted for supporting the cast-in-situ beam and the plate can be roughly divided into a full-hall scaffold support system, an independent steel pillar temporary support system, a steel pipe fastener full-hall scaffold support system and a truss support system in a prefabricated superposed member support system.
The independent steel pillar temporary support system in the support system of the cast-in-situ beams and plates is a vertical support of the superposed components in the prefabricated superposed component support system, has higher application rate, and has the advantages of improving construction safety, improving construction efficiency, ensuring construction quality, saving materials, adapting to diversified requirements and the like; however, the existing independent steel pillar temporary support system does not have a horizontal connecting piece or a constraint component, so that the application of the system in the scenes of higher layer height, larger construction load or larger construction dynamic load and the like is greatly limited. When the independent steel support temporary support system is applied in the above scene, the independent support column is extremely easy to be unstable, so that safety accidents are caused, the independent support column is required to be large in order to avoid the instability of the independent support column, and the defects of unreasonable economy, difficult installation and the like exist. In contrast, when the facing layer height is higher, the construction load is larger, and the construction dynamic load is larger, the constructor adopts a full-hall scaffold support system, and if the full-hall scaffold scheme is adopted, the effect of simple, quick and efficient assembly type component support can be lost.
Disclosure of utility model
In view of the above, it is an object of the present utility model to provide a fabricated structural member support system that solves the above-mentioned problems of the prior art.
In order to solve the technical problems, the technical scheme of the utility model is that the assembly type component supporting system comprises a supporting vertical rod and a horizontal supporting rod, wherein the supporting vertical rod comprises a lower section square tube and an upper section square tube, the upper section square tube is sleeved in the lower section square tube, U-shaped grooves are formed in the periphery of the lower section square tube and the periphery of the upper section square tube, a connecting groove haunch plate is arranged below the connecting U-shaped grooves, positioning holes are formed in two sides of the top end of the lower section square tube, positioning wedges are inserted in the positioning holes, a socket is arranged at the top end of the upper section square tube, a supporting haunch plate is arranged below the socket, and a supporting plate is inserted in the socket.
Preferably, the bottom of hypomere side pipe is provided with the backing plate, the top part of hypomere side pipe is inside thickening setting, the external diameter of hypomere side pipe is unanimous, hypomere side pipe top internal diameter is less than the bottom internal diameter, the bottom of upper segment side pipe is provided with spacing arch, the external diameter of upper segment side pipe is less than the top internal diameter of hypomere side pipe.
Preferably, the supporting plate is divided into a planar supporting plate and a right-angle supporting plate, the supporting plate comprises rectangular steel, a supporting steel plate is arranged above the rectangular steel, and a plurality of haunching steel plates are arranged on the rectangular steel and the supporting steel plate.
Preferably, the horizontal strut comprises a connecting steel and a connecting pipe, connecting holes are formed in two ends of the connecting steel, plug holes are formed in two sides of the connecting pipe, a plurality of plug holes are formed, and the connecting steel and the connecting pipe are fixedly matched through plug pin connection.
Preferably, the special part connecting piece comprises a square pipe sleeve, a notch is formed in one end of the square pipe sleeve, a butt joint lug is arranged on the notch, a rubber pad is arranged on the inner side of the square pipe sleeve, and a fastening bolt is arranged at the bottom end of the butt joint lug.
Further, the supporting upright rod and the horizontal supporting rod are connected and fixed through a special part connecting piece and a connecting U-shaped groove through a bolt.
The technical effects of the utility model are mainly as follows: the supporting system sets the supporting upright rod into two sections of square tubes, and the integral length of the supporting upright rod is adjusted by adjusting the lap joint length of the lower section square tube and the upper section square tube; the problem that the vertical rods with different lengths are required to be arranged at different floor heights, different plate thicknesses and different beam heights is solved, the vertical rod height can be freely adjusted through the two-section square tube design of the supporting vertical rod, the adjustable range is larger, the repeated use rate of the vertical rod is higher, the time for workers to find the vertical rod is shortened, and the operation efficiency is improved; moreover, the upper section square tube is sleeved in the lower section square tube, so that the space can be saved as much as possible when the assembled components are stored; the horizontal support rod is connected with the support vertical rod through the connecting U-shaped groove and the special part connecting piece, and the support vertical rod is connected by the horizontal support rod so as to enhance the rigidity of the plane of the frame body, thereby restraining the lateral deformation of the support vertical rod, reducing the slenderness ratio of the support vertical rod and improving the bearing capacity of the support vertical rod; the setting backup pad is born weight and load when concrete placement, utilizes the support haunching board to improve backup pad structural strength, enlarges the backup pad area, has cancelled traditional board template, square timber, uses the backup pad directly as the board template, not only can reduce square timber and template laying time, still improves cast in situ concrete member roughness.
Drawings
FIG. 1 is a block diagram of a fabricated structural member support system of the present utility model;
FIG. 2 is a beam-slab support structure of an assembled component support system of the present utility model;
fig. 3 is an enlarged view of a portion a in fig. 1;
fig. 4 is an enlarged view of a portion B in fig. 1;
FIG. 5 is a cross-sectional view of E-E' of FIG. 3;
FIG. 6 is a view showing the construction of the support pole of FIG. 1;
fig. 7 is an enlarged view of a portion C in fig. 6;
Fig. 8 is an enlarged view of a portion D in fig. 6;
FIG. 9 is a block diagram of the horizontal strut of FIG. 1;
fig. 10 is a structural view of the planar support plate and the right angle support plate of fig. 1.
In the figure: 1. the support upright post, 11, a lower section square tube, 111, a positioning hole, 112, a backing plate, 12, an upper section square tube, 121, a socket, 122, a support haunching plate, 123, a limit bulge, 13, a connecting U-shaped groove, 131, a connecting groove haunching plate and 14, a positioning wedge; 2. the horizontal support rod is 21, connecting steel is 211, connecting holes are 22, connecting pipes are 221, and plug holes are formed; 3. the support plate, 31, rectangular steel, 32, support steel plates, 33, haunch steel plates, 4 plane support plates and 5 right-angle support plates; 6. special part connecting pieces, 61, square tube sleeves, 62, notches, 63, butt lugs, 64, rubber pads and 65, and fastening bolts.
Detailed Description
The following detailed description of the utility model is provided in connection with the accompanying drawings to facilitate understanding and grasping of the technical scheme of the utility model.
In this embodiment, it should be understood that the directions or positional relationships indicated by the terms "middle", "upper", "lower", "top", "right", "left", "upper", "back", "middle", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of description of the present utility model, and do not indicate or imply that the apparatus or elements referred to must have a specific direction, be configured and operated in a specific direction, and thus should not be construed as limiting the present utility model.
In this embodiment, if not specifically described, the connection or fixation between the members may be by a bolt, a pin, or a pin, which are commonly used in the prior art, and therefore, will not be described in detail in this embodiment.
Referring to fig. 1-10, a fabricated component support system includes a support upright 1 and a horizontal strut 2; the supporting vertical rod 1 comprises a lower-section square tube 11 and an upper-section square tube 12, and the upper-section square tube 12 is sleeved in the lower-section square tube 11; setting the supporting upright 1 into two sections of square pipes, sleeving the upper section of square pipe 12 in the lower section of square pipe 11, and adjusting the integral length of the supporting upright 1 by adjusting the lap joint length of the lower section of square pipe 11 and the upper section of square pipe 12; the problem that the upright posts with different lengths are required to be arranged at different floor heights, different plate thicknesses and different beam heights is solved, the two-section square tube design for supporting the upright posts 1 enables the upright posts to be freely adjusted in height, the adjustable range is larger, the repeated use rate of the upright posts is higher, the time for workers to find the upright posts is shortened, and the operation efficiency is improved; furthermore, the upper square pipe 12 is sleeved in the lower square pipe 11, so that the space can be saved as much as possible when the assembled components are stored.
As shown in fig. 6 and 7, the bottom end of the lower square tube 11 is provided with a pad 112, and the pad 112 is arranged at the bottom end of the supporting upright 1 to increase the supporting area of the supporting upright 1, so as to avoid the oversized damage of the floor soleplate caused by the supporting system. Positioning holes 111 are formed in two sides of the top end of the lower section square tube 11, and positioning wedges 14 are inserted into the positioning holes 111; positioning holes 111 and positioning wedges 14 are adopted between the lower-section square tube 11 and the upper-section square tube 12 for positioning, the positioning wedges 14 have a self-locking function, and when the upper load of the support system is larger, the fixing is tighter; by means of the fixing mode of the positioning wedge 14, the larger the load is, the stronger the fixing is, phenomena such as component slipping caused by overlarge load can be effectively avoided, the positioning wedge 14 can be prevented from falling off by the positioning hole 111, material waste is avoided, and the working efficiency is reduced. When the square pipe 12 is used, after the upper square pipe 12 is adjusted to the corresponding height, the positioning wedge 14 is clamped downwards, so that the purpose of fixing the upper square pipe 12 is achieved; when removed, the locating wedge 14 is pulled up.
As shown in fig. 8, the top end portion of the lower square tube 11 is thickened inwards, the outer diameters of the lower square tubes 11 are consistent, the inner diameter of the top end of the lower square tube 11 is smaller than the inner diameter of the bottom end, the bottom end of the upper square tube 12 is provided with a limiting protrusion 123, and the outer diameter of the upper square tube 12 is smaller than the inner diameter of the top end of the lower square tube 11; the height of the supporting upright 1 is adjusted by utilizing the positioning wedge 14 between the upper-section square tube 12 and the lower-section square tube 11, and the upper-section square tube 12 is prevented from being drawn out too long by the limiting protrusion 123 arranged at the bottom end of the upper-section square tube 12, so that the upper-section square tube 12 and the lower-section square tube 11 are excessively connected in a short way, and the situation that the supporting upright 1 is not firmly connected with the connecting part of the lower-section square tube 11 and the upper-section square tube 12 and is easy to shake is avoided.
As shown in fig. 2-5, the peripheries of the lower section square tube 11 and the upper section square tube 12 are respectively provided with a connecting U-shaped groove 13, a connecting groove haunching plate 131 is arranged below the connecting U-shaped groove 13, and the periphery of the supporting upright 1 is provided with the connecting U-shaped groove 13 which is connected with a horizontal rod; the arrangement of the connecting U-shaped groove 13 can enable the horizontal strut 2 to be connected with the supporting upright 1 more simply, conveniently and quickly. Still include special position connecting piece 6, special position connecting piece 6 includes square pipe cover 61, the one end of square pipe cover 61 is provided with breach 62, be provided with butt joint ear 63 on the breach 62, the inboard of square pipe cover 61 is provided with rubber pad 64, the bottom of butt joint ear 63 is provided with fastening bolt. The horizontal support rod 2 is connected with the support vertical rod 1 through the connecting U-shaped groove 13 and the special part connecting piece 6, the support vertical rod 1 is connected by the horizontal support rod 2, so that the rigidity of the frame body plane is enhanced, the lateral deformation of the support vertical rod 1 is restrained, the slenderness ratio of the support vertical rod 1 is reduced, and the bearing capacity of the support vertical rod 1 is improved. The special part connecting piece 6 is arranged to solve the problem that when the supporting system faces the house beam, the connecting U-shaped grooves 13 between the supporting upright rods 1 are not positioned on the same plane, and the horizontal support rods 2 can be connected with the supporting upright rods 1 through the special part connecting piece 6; the special part connecting piece 6 clamps the supporting upright 1 through a fastening bolt, is fixed on the supporting upright 1, and is provided with a rubber pad 64 on the inner side to increase friction between the special part connecting piece 6 and the supporting upright 1. After the special part connecting piece 6 is fixed, the special part connecting piece is connected with the horizontal strut 2 through the butt joint lug 63. The supporting upright 1 and the horizontal strut 2 are connected and fixed by a special part connecting piece 6 and a connecting U-shaped groove 13 through a bolt; the supporting vertical rods 1 are connected through the horizontal supporting rods 2, so that the stability of the whole frame body is improved. The supporting vertical rod 1 is connected with the horizontal supporting rod 2 through a pin shaft, so that the operation efficiency of workers is improved simply and conveniently.
As shown in fig. 9, the horizontal strut 2 includes a connecting steel 21 and a connecting pipe 22, two ends of the connecting steel 21 are provided with connecting holes 211, two sides of the connecting pipe 22 are provided with inserting holes 221, the inserting holes 221 are provided with a plurality of holes, and the connecting steel 21 and the connecting pipe 22 are fixedly connected by bolts for cooperation. Specifically, when the spacing between the adjacent support uprights 1 is suitable, the adjacent support uprights 1 can be directly connected through the two ends of the connecting steel 21; the connecting steel 21 is simple in structure and can be prefabricated according to the actual condition of the site, and the horizontal struts 2 can adapt to different supporting vertical rods 1 intervals through the cooperation of the connecting steel 21 and the connecting pipe 22, so that the supporting vertical rods 1 are better connected, and the stability of the whole frame body is improved.
A socket 121 is arranged at the top end of the upper-section square tube 12, a supporting armpit plate 122 is arranged below the socket 121, and a supporting plate 3 is inserted in the socket 121; a supporting plate 3 is arranged on the supporting upright 1 to bear the weight and load of concrete pouring; the support plate 3 is connected with the support upright 1 by adopting a socket connection, so that the socket connection is simple and convenient, and the construction efficiency is improved. The structural strength of the supporting plate 3 is improved by utilizing the supporting haunched plate 122, the area of the supporting plate 3 is enlarged, the traditional plate template and square timber are canceled, the supporting plate 3 is directly used as the plate template, the laying time of the square timber and the template can be reduced, and the flatness of cast-in-place concrete members is improved.
As shown in fig. 10, a socket 121 is provided on the top of the upper square tube 12 to restrain the support plate 3 and prevent it from deviating and slipping. The backup pad 3 divide into plane backup pad 43 and right angle backup pad 53, backup pad 3 includes rectangle steel 31, the top of rectangle steel 31 is provided with supporting steel plate 32, rectangle steel 31 and supporting steel plate 32 are provided with a plurality of haunching steel plate 33, backup pad 3 can cooperate with a plurality of socket 121 according to the length of rectangle steel 31 between, not only can further improve the stability of whole support body through backup pad 3, can also better constraint backup pad 3 prevent that it from deviating from, the condition of slippage from appearing. The right-angle supporting plate 53 is arranged at the position of the house beam, and the supporting plate 3 at the joint part of the plate edge and the beam is designed at right angles, so that the seam of the template can be reduced, and the rigidity of the side template of the beam can be increased; the bonding degree of the supporting plate 3 and the assembly type component is improved, and the occurrence of concrete quality defects such as slurry leakage, mold expansion and the like is reduced.
The assembly steps of the support system are as follows: firstly, marking the position side lines of all the components of the floor on the ground so as to ensure that the construction is carried out according to the design size in the construction process of the bracket and the template; marking the position of the supporting upright 1 on the ground according to a preset scheme, and marking to ensure that the supporting upright 1 is orderly arranged; then, firstly erecting the support upright posts 1 at the most corner ends, gradually erecting the peripheral support upright posts 1, and erecting the horizontal support posts 2 at the most bottom end to ensure that the erected frame body is stable and does not topple over; after the completion, adjusting the positioning wedge 14, lifting the upper section square tube 12, adjusting the height of the supporting upright 1 to reach the designated elevation, and plugging the positioning wedge 14; and finally, erecting all the horizontal struts 2, erecting the supporting plate 3, adjusting the supporting plate 3 to a preset elevation position, carrying out stay wire leveling on the supporting plate, meeting the flatness requirement, and hoisting the laminated slab and the precast beam.
The technical effects of the utility model are mainly as follows: the supporting system sets the supporting upright rod into two sections of square tubes, and the integral length of the supporting upright rod is adjusted by adjusting the lap joint length of the lower section square tube and the upper section square tube; the problem that the vertical rods with different lengths are required to be arranged at different floor heights, different plate thicknesses and different beam heights is solved, the vertical rod height can be freely adjusted through the two-section square tube design of the supporting vertical rod, the adjustable range is larger, the repeated use rate of the vertical rod is higher, the time for workers to find the vertical rod is shortened, and the operation efficiency is improved; moreover, the upper section square tube is sleeved in the lower section square tube, so that the space can be saved as much as possible when the assembled components are stored; the horizontal support rod is connected with the support vertical rod through the connecting U-shaped groove and the special part connecting piece, and the support vertical rod is connected by the horizontal support rod so as to enhance the rigidity of the plane of the frame body, thereby restraining the lateral deformation of the support vertical rod, reducing the slenderness ratio of the support vertical rod and improving the bearing capacity of the support vertical rod; the setting backup pad is born weight and load when concrete placement, utilizes the support haunching board to improve backup pad structural strength, enlarges the backup pad area, has cancelled traditional board template, square timber, uses the backup pad directly as the board template, not only can reduce square timber and template laying time, still improves cast in situ concrete member roughness.
Of course, the above is only a typical example of the utility model, and other embodiments of the utility model are also possible, and all technical solutions formed by equivalent substitution or equivalent transformation fall within the scope of the utility model claimed.
Claims (6)
1. The utility model provides an assembled component braced system, includes support pole setting and horizontal strut, its characterized in that: the support pole setting includes hypomere side pipe and upper segment side pipe, the inside that the upper segment side pipe dress was overlapped in hypomere side pipe, all be provided with around hypomere side pipe and upper segment side pipe and connect U type groove, the below of connecting U type groove is provided with the spread groove and adds the armpit board, the locating hole has been seted up on the top both sides of hypomere side pipe, the locating hole interpolation is equipped with the location wedge, the top of upper segment side pipe is provided with the socket, the below of socket is provided with supports and adds the armpit board, socket inner socket has the backup pad.
2. A modular component support system as set forth in claim 1 wherein: the bottom of hypomere side pipe is provided with the backing plate, the top part of hypomere side pipe is inside thickening setting, the external diameter of hypomere side pipe is unanimous, hypomere side pipe top internal diameter is less than the bottom internal diameter, the bottom of upper segment side pipe is provided with spacing arch, the external diameter of upper segment side pipe is less than the top internal diameter of hypomere side pipe.
3. A modular component support system as set forth in claim 1 wherein: the supporting plate is divided into a plane supporting plate and a right-angle supporting plate, the supporting plate comprises rectangular steel, a supporting steel plate is arranged above the rectangular steel, and a plurality of haunching steel plates are arranged on the rectangular steel and the supporting steel plate.
4. A modular component support system as set forth in claim 1 wherein: the horizontal strut is including connecting steel and connecting pipe, the connecting hole has been seted up at the both ends of connecting steel, the spliced eye has been seted up to the both sides of connecting pipe, a plurality of has been seted up to the spliced eye, it is fixed to cooperate the use by the bolt connection between connecting steel and the connecting pipe.
5. A modular component support system as set forth in claim 1 wherein: the special part connecting piece comprises a square pipe sleeve, a notch is formed in one end of the square pipe sleeve, a butt joint lug is arranged on the notch, a rubber pad is arranged on the inner side of the square pipe sleeve, and a fastening bolt is arranged at the bottom end of the butt joint lug.
6. A modular component support system as set forth in claim 5 wherein: the supporting upright rod and the horizontal supporting rod are connected and fixed through a special part connecting piece and a connecting U-shaped groove through a bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322694474.8U CN220848702U (en) | 2023-10-07 | 2023-10-07 | Assembled component supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322694474.8U CN220848702U (en) | 2023-10-07 | 2023-10-07 | Assembled component supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220848702U true CN220848702U (en) | 2024-04-26 |
Family
ID=90779361
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322694474.8U Active CN220848702U (en) | 2023-10-07 | 2023-10-07 | Assembled component supporting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220848702U (en) |
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2023
- 2023-10-07 CN CN202322694474.8U patent/CN220848702U/en active Active
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