CN218466584U - Attached integral basement supporting template - Google Patents
Attached integral basement supporting template Download PDFInfo
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- CN218466584U CN218466584U CN202222133436.0U CN202222133436U CN218466584U CN 218466584 U CN218466584 U CN 218466584U CN 202222133436 U CN202222133436 U CN 202222133436U CN 218466584 U CN218466584 U CN 218466584U
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Abstract
The utility model relates to an adhere to integral basement supporting template, include: the foundation, four rectangles distribute and arrange the post by on the foundation in, the girder frame that constitutes by two vertical girders and two horizontal girders, four one-to-one adorn in the post staple bolt that leans on the post upper end, four bights of girder frame can be dismantled with four post staple bolt upper ends one-to-one and be connected, the horizontal secondary beam of being connected can be dismantled with two vertical girder looks remote site one-to-one in a plurality of longitudinal distribution and both ends, a plurality of transverse distribution and can dismantle the vertical supporting beam of being connected with horizontal secondary beam upper end, the same and the one-to-one of a plurality of numbers and vertical supporting beam number adorns the adjustable top on a plurality of vertical supporting beams and holds in the palm the component, a plurality of roof beam supporting members on arranging the foundation in. The attached integral basement support template is convenient to assemble and disassemble and is beneficial to repeated use of components.
Description
Technical Field
The utility model belongs to the technical field of building supporting die plate technique and specifically relates to an adhere to integral basement supporting die plate.
Background
The basement roof is pour and is needed the roof template to support, and the structure of roof template can be known from the utility model discloses a basement ceiling template structure of chinese patent application number CN 201920165076.8. A ceiling or roof; traditional roof template exists installs and removes, component used repeatedly is not convenient enough, consequently, designs one kind and installs and remove the convenience, does benefit to component used repeatedly's attached to integral basement support template, becomes the problem that awaits a urgent need to solve.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming the defects of the prior art, providing an attached integral basement supporting template which is convenient to assemble and disassemble and is beneficial to reuse of components.
The utility model discloses a concrete technical scheme is:
an attached monolithic basement support form comprising: the foundation, four rectangles distribute and arrange the post by on the foundation in, the girder frame that constitutes by two vertical girders and two horizontal girders, four one-to-one adorn in the post staple bolt that leans on the post upper end, four bights of girder frame can be dismantled with four post staple bolt upper ends one-to-one and be connected, the horizontal secondary beam of being connected can be dismantled with two vertical girder looks remote site one-to-one in a plurality of longitudinal distribution and both ends, a plurality of transverse distribution and can dismantle the vertical supporting beam of being connected with horizontal secondary beam upper end, the same and the one-to-one of a plurality of numbers and vertical supporting beam number adorns the adjustable top on a plurality of vertical supporting beams and holds in the palm the component, a plurality of roof beam supporting members on arranging the foundation in.
Preferably, the adjustable jacking member comprises: a plurality of longitudinally distributed adjustable jacking components; the longitudinal supporting beam is a hollow beam; adjustable top holds in palm subassembly includes: the screw hole is arranged at the upper end of the longitudinal supporting beam, the screwed pipe is provided with internal threads and external threads in screwed connection with the screw hole, the screw rod is in screwed connection with the internal threads at the lower end, and the jacking block is connected with the upper end of the screw rod.
Preferably, the adjustable jacking member further comprises: the slab beam bottom supporting plate is used for supporting slab beam concrete pouring; the top supporting block supports the plate bottom multilayer plate; the material of the plate beam bottom supporting plate is a multilayer plate.
Preferably, the adjustable jacking assembly further comprises: the lower locking nut which presses the upper end of the longitudinal supporting beam and is in threaded connection with the external thread, and the upper locking nut which presses the upper end of the solenoid and is in threaded connection with the screw rod.
Preferably, the beam support member includes: the lower end of the supporting vertical rod is arranged on a foundation, the supporting disk is connected with the upper end of the supporting vertical rod, the rod hoops are arranged on the supporting vertical rod, a plurality of hinge lug pairs are arranged on the outer side of the rod hoops in a surrounding manner, and the number of the diagonal rods is the same as that of the hinge lug pairs, and the upper ends of the diagonal rods are correspondingly hinged with the hinge lug pairs one by one; the lower end of the diagonal brace is supported on the foundation; the supporting disc supports the lower end of the longitudinal main beam or the lower end of the transverse secondary beam or the lower end of the longitudinal supporting beam.
Preferably, the two ends of the longitudinal supporting beam are correspondingly connected with the opposite ends of the two transverse main beams.
Preferably, the opposite ends of the two longitudinal main beams are provided with grooves, and the two ends of the transverse secondary beams correspondingly extend into the grooves of the two longitudinal main beams one by one and are respectively connected with the longitudinal main beams and the upper ends of the column hoops.
Compared with the prior art, the invention has the beneficial effects that: the attached integral basement supporting template utilizes four posts which are distributed in a rectangular mode and are arranged on a foundation, four post hoops are correspondingly attached to the upper ends of the four posts one by one, and joints needing to be connected among the components of the longitudinal main beam, the transverse secondary beam and the longitudinal supporting beam can be detached and connected to form a whole body. The screw pipe of the adjustable jacking component is in threaded connection with the screw hole, the lower end of the screw rod is in threaded connection with the internal thread, and the height adjusting range is large; the lower locking nut presses the upper end of the longitudinal supporting beam and is in threaded connection with the external thread, and the upper locking nut presses the upper end of the solenoid and is in threaded connection with the screw rod, so that the height after adjustment is kept stable. The lower end of a supporting vertical rod of the beam supporting component is arranged on the foundation, the rod hoops are arranged on the supporting vertical rod, the upper ends of the inclined supporting rods are hinged with the hinge lugs in a one-to-one correspondence mode, and the lower ends of the inclined supporting rods are supported on the foundation to be favorable for stable supporting.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a plan view of the column hoop, the main beam frame, the transverse secondary beam, the longitudinal support beam, the adjustable jacking assembly, and the support upright;
fig. 3 is a schematic structural diagram of an adjustable jacking assembly.
In the figure: the foundation comprises a foundation 1, a leaning column 2, a longitudinal main beam 3, a transverse main beam 4, a column hoop 5, a transverse secondary beam 6, a longitudinal supporting beam 7, an adjustable jacking component 8, a screw hole 9, a screw pipe 10, a screw rod 11, a jacking block 12, a plate beam bottom supporting plate 13, a lower locking nut 14, an upper locking nut 15, a supporting upright rod 16, a supporting plate 17, a hinge lug pair 18, a rod hoop 19, an inclined stay rod 20, a groove 21 and plate beam concrete 22.
Detailed Description
The invention will be further described with reference to the drawings.
As shown in the attached figures 1, 2 and 3: an attached monolithic basement support form comprising: the foundation comprises a foundation 1, four leaning columns 2 which are distributed in a rectangular mode and are arranged on the foundation 1, a girder frame which is composed of two longitudinal girders 3 and two transverse girders 4, four column hoops 5 which are arranged at the upper ends of the leaning columns 2 in a one-to-one correspondence mode, four corners of the girder frame are in one-to-one correspondence with the upper ends of the four column hoops 5, two transverse secondary girders 6 which are distributed in a longitudinal mode and are provided with two ends and two opposite ends of the longitudinal girders 3 in one-to-one correspondence mode, five longitudinal supporting beams 7 which are distributed in a transverse mode and are in threaded connection with the upper ends of the transverse secondary girders 6, adjustable jacking components which are arranged on the longitudinal supporting beams 7 in the same number as the longitudinal supporting beams 7 in one-to-one correspondence mode, and thirty five beam supporting components which are arranged on the foundation 1.
The adjustable jacking member comprises: six adjustable jacking components 8 which are longitudinally distributed; the longitudinal supporting beam 7 is a hollow beam; the adjustable jacking assembly 8 comprises: the screw hole 9 arranged at the upper end of the longitudinal supporting beam 7, a screwed pipe 10 provided with internal threads and external threads screwed with the screw hole, a screw rod 11 with the lower end screwed with the internal threads and a jacking block 12 screwed with the upper end of the screw rod 11.
The adjustable jacking member further comprises: the plate girder bottom supporting plate 13 is used for pouring the supporting plate girder concrete 22; the top supporting block 12 supports the lower end of the multi-layer board at the bottom of the board; the material of the plate beam bottom support plate 13 is a multilayer plate.
The adjustable jacking component 8 further comprises: a lower lock nut 14 screwed with the external thread pressing the upper end of the longitudinal support beam 7, and an upper lock nut 15 screwed with the screw 11 pressing the upper end of the screw pipe 10.
The beam support member includes: a support upright rod 16 with the lower end arranged on the foundation 1, a support plate 17 screwed with the upper end of the support upright rod 16, a rod hoop 19 arranged on the support upright rod 16 and provided with two hinge lug pairs 18 on the outer side in a surrounding manner, and inclined stay bars 20 which have the same number as the hinge lug pairs 18 and the upper ends of which are hinged with the hinge lug pairs 18 through hinge shafts in a one-to-one correspondence manner; the lower end of the diagonal brace 20 is supported on the foundation 1; the support plate 17 supports the lower end of the longitudinal main beam 3 or the lower end of the transverse main beam 4 or the lower end of the transverse secondary beam 6 or the lower end of the longitudinal support beam 7.
Two ends of the longitudinal supporting beam 7 are correspondingly connected with the opposite ends of the two transverse main beams 4 one by one.
In this embodiment, the opposite ends of the two longitudinal main beams 3 are provided with grooves 21, and the two ends of the transverse secondary beam 6 correspondingly extend into the grooves 21 of the two longitudinal main beams 3 one by one and are respectively screwed with the upper ends of the longitudinal main beams 3 and the column hoops 5.
In addition to the above embodiments, the technical features or technical data of the present invention can be selected and combined again within the scope disclosed in the claims and the specification of the present invention to constitute new embodiments, which can be realized by those skilled in the art without any creative effort, therefore, the embodiments of the present invention not described in detail should also be regarded as concrete embodiments of the present invention and are within the protection scope of the present invention.
Claims (7)
1. An attached monolithic basement support form comprising: the ground, four rectangles distribute and arrange the post of leaning on the ground in, characterized by, attached integral basement support template still include: the main beam frame comprises two longitudinal main beams and two transverse main beams, four column hoops which are arranged at the upper ends of the columns in a one-to-one correspondence mode, four corner parts of the main beam frame are detachably connected with the upper ends of the four column hoops in a one-to-one correspondence mode, a plurality of transverse secondary beams which are longitudinally distributed and are detachably connected with the upper ends of the transverse secondary beams in a one-to-one correspondence mode, a plurality of adjustable jacking components which are arranged on the plurality of longitudinal supporting beams in a number which is the same as the number of the longitudinal supporting beams and are arranged on the foundation in a one-to-one correspondence mode, and a plurality of beam supporting components arranged on the foundation.
2. The attached monolithic basement support form of claim 1, wherein the adjustable jacking member comprises: a plurality of longitudinally distributed adjustable jacking components; the longitudinal supporting beam is a hollow beam; adjustable top holds in palm subassembly includes: the screw hole is arranged at the upper end of the longitudinal supporting beam, the screwed pipe is provided with an internal thread and an external thread screwed with the screw hole, the screw rod is screwed with the internal thread at the lower end, and the jacking block is connected with the upper end of the screw rod.
3. The attached integral basement support form of claim 2, wherein said adjustable jacking member further comprises: the slab beam bottom supporting plate is used for supporting slab beam concrete pouring; the top supporting block supports the bottom multi-layer board.
4. The attached monolithic basement support formwork of claim 2 or 3, wherein said adjustable jacking assembly further comprises: the lower locking nut which presses the upper end of the longitudinal supporting beam and is in threaded connection with the external thread, and the upper locking nut which presses the upper end of the solenoid and is in threaded connection with the screw rod.
5. The attached monolithic basement support formwork of claim 1, 2 or 3, wherein said beam support member comprises: the lower end of the supporting vertical rod is arranged on a foundation, the supporting disk is connected with the upper end of the supporting vertical rod, the rod hoops are arranged on the supporting vertical rod, a plurality of hinge lug pairs are arranged on the outer side of the rod hoops in a surrounding manner, and the number of the diagonal rods is the same as that of the hinge lug pairs, and the upper ends of the diagonal rods are correspondingly hinged with the hinge lug pairs one by one; the lower end of the diagonal brace is supported on the foundation; the support plate supports the lower end of the longitudinal main beam or the lower end of the transverse secondary beam or the lower end of the longitudinal support beam.
6. The attached integral basement support formwork of claim 1, 2 or 3, wherein the two ends of the longitudinal support beam are connected with the opposite ends of the two transverse main beams in a one-to-one correspondence manner.
7. The attached integral basement support formwork of claim 1, 2 or 3, wherein the opposite ends of the two longitudinal main beams are provided with grooves, and the two ends of the transverse secondary beams correspondingly extend into the grooves of the two longitudinal main beams one by one and are respectively connected with the upper ends of the longitudinal main beams and the column hoops.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222133436.0U CN218466584U (en) | 2022-08-12 | 2022-08-12 | Attached integral basement supporting template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222133436.0U CN218466584U (en) | 2022-08-12 | 2022-08-12 | Attached integral basement supporting template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218466584U true CN218466584U (en) | 2023-02-10 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222133436.0U Active CN218466584U (en) | 2022-08-12 | 2022-08-12 | Attached integral basement supporting template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218466584U (en) |
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2022
- 2022-08-12 CN CN202222133436.0U patent/CN218466584U/en active Active
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