CN215564720U - Novel independent plate bottom support body - Google Patents
Novel independent plate bottom support body Download PDFInfo
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- CN215564720U CN215564720U CN202121762789.6U CN202121762789U CN215564720U CN 215564720 U CN215564720 U CN 215564720U CN 202121762789 U CN202121762789 U CN 202121762789U CN 215564720 U CN215564720 U CN 215564720U
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Abstract
The utility model provides a novel independent plate bottom support body which comprises a triangular support frame, a beam fixed support and a wall-attached fixed support, wherein the triangular support frame comprises a column frame, a first top support component and a triangular inclined support component; the beam fixing support comprises a precast beam connecting piece, a first jacking mounting piece and a second jacking assembly, the first jacking mounting piece is fixed on the precast beam connecting piece, and the second jacking assembly is connected to the first jacking mounting piece; attach wall fixed stay and include wall connection spare, second top support installed part, third top support subassembly, bracing connecting piece, the second top holds in the palm the installed part and fixes on wall connection spare, the third top holds in the palm the subassembly and fixes on second top support installed part, the bracing connecting piece is also fixed on wall connection spare.
Description
Technical Field
The utility model belongs to the technical field of assembly type buildings, and particularly relates to a novel independent plate bottom supporting body.
Background
In the process of fixing the floor/beam components of large projects in the field of installation and construction, wheel-buckled plate bottom support frame bodies are adopted in some cases, workers are required to lap joint the support frame bodies for supporting the floor and the precast beams step by step after the components are transported to a construction site, the field assembly workload is large, the resource waste is easily caused, in the process of constructing the workers, the inner space is almost completely covered by the frame bodies, the construction operation of the workers is difficult, and the construction efficiency is greatly reduced. Some scaffold steel pipe supports are used, the technology is backward, meanwhile, the material waste is serious, the labor intensity requirement on workers is higher during site construction and installation, the efficiency of assembling the frame body is lower, and after installation is finished, due to the fact that the scaffold steel pipe supports are of an integral frame structure, the space of an inner corridor channel of a construction site is extruded seriously, and the construction working space and the construction efficiency of the workers are greatly influenced.
SUMMERY OF THE UTILITY MODEL
The utility model provides a novel independent slab bottom support body, which solves the problems that the existing floor slab/beam construction site installation adopts a wheel buckle type slab bottom support or a scaffold support, the occupied space is large, the waste of site manpower and material resources is serious, and the assembly efficiency is low.
The utility model provides a novel independent plate bottom support body which comprises a triangular support frame, a beam fixed support and an attached wall fixed support, wherein the triangular support frame comprises a column frame, a first top support component and a triangular inclined support component; the beam fixing support comprises a precast beam connecting piece, a first jacking mounting piece and a second jacking assembly, the first jacking mounting piece is fixed on the precast beam connecting piece, and the second jacking assembly is connected to the first jacking mounting piece; attach wall fixed stay and include wall connection spare, second top support installed part, third top support subassembly, bracing connecting piece, the second top holds in the palm the installed part and fixes on wall connection spare, the third top holds in the palm the subassembly and fixes on second top support installed part, the bracing connecting piece is also fixed on wall connection spare.
Preferably, the column frame is a steel pipe with internal threads at the top end and the bottom end.
Preferably, the first jacking component comprises a first screw and a first jacking, the first screw is inserted into the top end of the column frame and is in threaded connection with the column frame, and the first jacking is fixed above the first screw.
Preferably, the support device further comprises a bottom support, the bottom support comprises a screw and a support plate, the screw is inserted into the bottom end of the column frame and is in threaded connection with the column frame, and the support plate is fixed below the screw.
Preferably, the triangular inclined strut assembly comprises inclined strut round steel, a connecting top plate, a connecting bottom plate, a bottom supporting plate, a top supporting plate, supporting round steel and a connecting plate, the connecting top plate is fixedly connected with the column frame, the connecting bottom plate is fixed below the connecting top plate, and the number of the inclined strut round steel is three, and the three inclined strut round steel are respectively and fixedly connected with the connecting bottom plate; one end of each bottom supporting plate is fixedly connected with the column frame, the other end of each bottom supporting plate is fixedly connected with one inclined strut round steel, the number of the top supporting plates is two, one end of each top supporting plate is connected with the corresponding bottom supporting plate, and the other end of each top supporting plate is respectively connected with the other two inclined strut round steels; the bottom of the supporting round steel is connected to the bottom supporting plate, the top of the supporting round steel is abutted to the connecting bottom plate, and the connecting plate is connected with the supporting round steel and the column frame.
Preferably, the precast beam connecting piece is an L-shaped channel steel, and a connecting hole is formed in the L-shaped channel steel.
Preferably, the first jacking mounting part is provided with a first cylinder with an internal thread, the second jacking assembly comprises a second screw and a second jacking, the bottom end of the second screw is inserted into the first cylinder and connected with the first cylinder, and the top end of the second screw is connected with the second jacking.
Preferably, the wall body connecting piece is made of channel steel, and holes are formed in the channel steel.
Preferably, the second jacking mounting part is provided with a second cylinder with an internal thread, the third jacking assembly comprises a third screw and a third jacking, the bottom end of the third screw is inserted into the second cylinder and connected with the second cylinder, and the top end of the third screw is connected with the third jacking.
Preferably, the inclined strut connecting piece adopts a lifting lug with a hole.
The utility model has the beneficial effects that:
(1) the material consumption of the plate bottom support is greatly reduced, and the material cost is saved;
(2) compared with a wheel buckle type plate bottom support, the independent plate bottom support is simple and convenient to mount and convenient to arrange, and construction efficiency is improved;
(3) the jacking is conveniently and labor-saving leveled by adopting a bolt and a screw rod;
(4) the independent support does not need to be reinforced by a cross rod, so that the space of a construction site is increased;
(5) the application of the beam fixed support and the wall-attached fixed support saves the number of the slab bottom support and the number of the embedded sleeves.
Drawings
FIG. 1 is a schematic structural view of a triangular support frame,
figure 2 is a schematic structural view of a triangular bracing assembly,
figure 3 is a schematic structural view of a beam fixing support,
fig. 4 is a schematic structural view of the wall-attached fixing support.
The attached drawings are marked as follows: the post frame 1, first top holds in the palm subassembly 2, first screw rod 21, first top holds in the palm 22, triangle bracing subassembly 3, bracing round steel 31, connect roof 32, connect bottom plate 33, bottom sprag 34, top sprag board 35, support round steel 36, connecting plate 37, precast beam connecting piece 4, connecting hole 41, first top holds in the palm installed part 5, first drum 51, second top holds in the palm subassembly 6, second screw rod 61, second top holds in the palm 62, wall connection spare 7, hole 71, second top holds in the palm installed part 8, second drum 81, third top holds in the palm subassembly 9, third screw rod 91, third top holds in the palm 92, bracing connecting piece 10, bottom sprag 11, screw rod 111, backup pad 112.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the utility model and should not be construed as limiting the scope of the utility model.
As shown in fig. 1 to 4, the present embodiment provides a novel independent plate bottom support, which includes a triangular support frame, a beam fixing support, and a wall-attached fixing support, where the triangular support frame includes a pillar frame 1, a first top support component 2, and a triangular diagonal support component 3, the top end of the pillar frame 1 is connected to the first top support component 2, and the lower portion of the pillar frame 1 is connected to the triangular diagonal support component 3; the beam fixing support comprises a precast beam connecting piece 4, a first jacking installation piece 5 and a second jacking assembly 6, the first jacking installation piece 5 is fixed on the precast beam connecting piece 4, and the second jacking assembly 6 is connected to the first jacking installation piece 5; attach wall fixed stay and include wall connection spare 7, second top support installed part 8, third top support subassembly 9, bracing connecting piece 10, 8 fixed on wall connection spare 7 are held in the palm on the second top, third top support subassembly 9 is fixed on second top support installed part 8, bracing connecting piece 10 is also fixed on wall connection spare 7.
As a preferred embodiment of the present embodiment, the column frame 1 is made of a steel pipe having internal threads at the top and bottom ends.
As a preferred embodiment of this embodiment, the first top support assembly 2 includes a first screw 21 and a first top support 22, the first screw 21 is inserted into the top end of the column frame 1 and is screwed with the column frame 1, and the first top support 22 is fixed above the first screw 21. The cross-sectional shape of first top support 22 is "II" shape of falling, just in time can block square pipe support.
As a preferred embodiment of this embodiment, the bottom support 11 is further included, the bottom support 11 includes a screw 111 and a support plate 112, the screw 111 is inserted into the bottom end of the column frame 1 and is in threaded connection with the column frame 1, and the support plate 112 is fixed below the screw 111.
As a preferred embodiment of the present embodiment, the triangular inclined strut assembly 3 includes inclined strut round bars 31, a connecting top plate 32, a connecting bottom plate 33, a bottom support plate 34, a top support plate 35, supporting round bars 36, and a connecting plate 37, the connecting top plate 32 is fixedly connected to the column frame 1, the connecting bottom plate 33 is fixed below the connecting top plate 32 by screws, the connecting bottom plate 33 has three downward inclined extensions, and the inclined strut round bars 31 have three numbers and are respectively fixedly connected to the downward inclined extensions of the connecting bottom plate 33; one end of each bottom support plate 34 is fixedly connected with the column frame 1, one end of each bottom support plate is fixedly connected with one inclined strut round steel 31, two top support plates 35 are arranged, one ends of the two top support plates 35 are connected with the bottom support plates 34 through screws, and the other ends of the two top support plates 35 are respectively connected with the other two inclined strut round steels 31; support round steel 36 bottom and connect on bottom sprag board 34, and the top withstands connection bottom plate 33, connecting plate 37 joint support round steel 36 and column frame 1, support round steel 36 is used for supporting connection roof 32 and connection bottom plate 33, plays the reinforcing effect.
As a preferred embodiment of this embodiment, the precast beam connector 4 is an L-shaped channel, and the L-shaped channel is provided with a connection hole 41. As can be seen from fig. 3, there are two connection holes 41 through which the precast beam connection member 4 can be connected to the precast beam by expansion bolts.
As a preferred embodiment of the present embodiment, the first jacking member 5 has a first cylinder 51 with an internal thread, the second jacking member 6 includes a second screw 61 and a second jacking 62, the bottom end of the second screw 61 is inserted into the first cylinder 51 and connected with the first cylinder 51, and the top end of the second screw 61 is connected with the second jacking 62. Second top holds in palm 62 also is "II" shape of falling, and through the position of adjustment second screw rod 61, second top holds in the palm 62 and just in time can hold the support side pipe above the precast beam.
As a preferred embodiment of this embodiment, the wall connector 7 is a channel steel, and the channel steel is provided with a hole 71. As can be seen in fig. 4, there are two holes 71 through which the wall attachment 7 can be fastened to the outer wall.
As a preferred embodiment of this embodiment, the second jacking member 8 has a second cylinder 81 with an internal thread, the third jacking member 9 includes a third screw 91 and a third jacking 92, the bottom end of the third screw 91 is inserted into the second cylinder 81 and connected to the second cylinder 81, and the top end of the third screw 91 is connected to the third jacking 92. Third top holds in palm 92 also "II" shape of falling, and through the position of adjusting third screw rod 9, third top holds in palm 92 and just in time can hold the square pipe of support between the floor.
As a preferred embodiment of this embodiment, the brace connecting member 10 is a lifting lug with a hole. The lifting lug can be connected with an inclined support, and the inclined support abuts against the ground.
After the outer wall is installed on a construction site, the triangular supports are positioned and placed according to independent supports on construction drawings, the interval between every two triangular supports is the same, and the interval required by the specification is required to be met.
When there is the precast beam at the job site, install the precast beam in the assigned position earlier, later with roof beam fixed stay adopt expansion bolts to be fixed in precast beam side, with the second top support adjustment to the assigned height can.
The construction site fixes the surrounding wall bodies before hoisting the upper-layer precast beam and the precast floor slab, the wall-attached fixed support is fixed on the outer wall body, and the inclined support is connected to the lifting lug of the wall-attached fixed support.
Claims (10)
1. A novel support body at bottom of stand alone type board which characterized in that: the device comprises a triangular support frame, a beam fixing support and a wall-attached fixing support, wherein the triangular support frame comprises a column frame, a first jacking component and a triangular inclined strut component; the beam fixing support comprises a precast beam connecting piece, a first jacking mounting piece and a second jacking assembly, the first jacking mounting piece is fixed on the precast beam connecting piece, and the second jacking assembly is connected to the first jacking mounting piece; attach wall fixed stay and include wall connection spare, second top support installed part, third top support subassembly, bracing connecting piece, the second top holds in the palm the installed part and fixes on wall connection spare, the third top holds in the palm the subassembly and fixes on second top support installed part, the bracing connecting piece is also fixed on wall connection spare.
2. The novel freestanding plate bottom support of claim 1, wherein: the column frame is made of steel pipes with internal threads at the top end and the bottom end.
3. The novel freestanding plate bottom support of claim 2, wherein: the first jacking component comprises a first screw and a first jacking, the first screw is inserted into the top end of the column frame and is in threaded connection with the column frame, and the first jacking is fixed above the first screw.
4. The novel freestanding plate bottom support of claim 2, wherein: the bottom support comprises a screw rod and a supporting plate, the screw rod is inserted into the bottom end of the column frame and is in threaded connection with the column frame, and the supporting plate is fixed below the screw rod.
5. The novel freestanding plate bottom support of claim 1, wherein: the triangular inclined strut assembly comprises inclined strut round steel, a connecting top plate, a connecting bottom plate, a bottom supporting plate, a top supporting plate, supporting round steel and a connecting plate, wherein the connecting top plate is fixedly connected with the column frame, the connecting bottom plate is fixed below the connecting top plate, and the number of the inclined strut round steel is three, and the three inclined strut round steel are respectively and fixedly connected with the connecting bottom plate; one end of each bottom supporting plate is fixedly connected with the column frame, the other end of each bottom supporting plate is fixedly connected with one inclined strut round steel, the number of the top supporting plates is two, one end of each top supporting plate is connected with the corresponding bottom supporting plate, and the other end of each top supporting plate is respectively connected with the other two inclined strut round steels; the bottom of the supporting round steel is connected to the bottom supporting plate, the top of the supporting round steel is abutted to the connecting bottom plate, and the connecting plate is connected with the supporting round steel and the column frame.
6. The novel freestanding plate bottom support of claim 1, wherein: the precast beam connecting piece is an L-shaped channel steel, and a connecting hole is formed in the L-shaped channel steel.
7. The novel freestanding plate bottom support of claim 1, wherein: the first jacking installation part is provided with a first cylinder with an inner wire, the second jacking assembly comprises a second screw and a second jacking, the bottom end of the second screw is inserted into the first cylinder to be connected with the first cylinder, and the top end of the second screw is connected with the second jacking.
8. The novel freestanding plate bottom support of claim 1, wherein: the wall body connecting piece adopts channel steel, and the channel steel is provided with a hole.
9. The novel freestanding plate bottom support of claim 1, wherein: the second jacking installation part is provided with a second cylinder with an inner wire, the third jacking assembly comprises a third screw and a third jacking, the bottom end of the third screw is inserted into the second cylinder and connected with the second cylinder, and the top end of the third screw is connected with the third jacking.
10. The novel freestanding plate bottom support of claim 1, wherein: the inclined strut connecting piece adopts a lifting lug with a hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121762789.6U CN215564720U (en) | 2021-07-30 | 2021-07-30 | Novel independent plate bottom support body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121762789.6U CN215564720U (en) | 2021-07-30 | 2021-07-30 | Novel independent plate bottom support body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215564720U true CN215564720U (en) | 2022-01-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121762789.6U Active CN215564720U (en) | 2021-07-30 | 2021-07-30 | Novel independent plate bottom support body |
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| Country | Link |
|---|---|
| CN (1) | CN215564720U (en) |
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2021
- 2021-07-30 CN CN202121762789.6U patent/CN215564720U/en active Active
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Address after: 255300 west of Road 600 meters south of village committee of ZhangGu village, Wangcun Town, Zhoucun District, Zibo City, Shandong Province Patentee after: Lianqiang construction industry technology (Zibo) Co.,Ltd. Address before: 255300 west of Road 600 meters south of village committee of ZhangGu village, Wangcun Town, Zhoucun District, Zibo City, Shandong Province Patentee before: Lianqiang housing industry technology (Zibo) Co.,Ltd. |