CN219691076U - Roof template mounting structure - Google Patents
Roof template mounting structure Download PDFInfo
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- CN219691076U CN219691076U CN202320566782.XU CN202320566782U CN219691076U CN 219691076 U CN219691076 U CN 219691076U CN 202320566782 U CN202320566782 U CN 202320566782U CN 219691076 U CN219691076 U CN 219691076U
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- 230000008093 supporting effect Effects 0.000 claims abstract description 56
- 230000003014 reinforcing effect Effects 0.000 claims description 111
- 230000002787 reinforcement Effects 0.000 claims description 14
- 238000005266 casting Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 claims 1
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 238000009415 formwork Methods 0.000 description 6
- 238000003466 welding Methods 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
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Abstract
The utility model relates to the field of building construction, in particular to a top plate template mounting structure; the device comprises a first bearing component, a first supporting component, a second bearing component and a second supporting component; the first supporting component is arranged on the building surface; the first bearing assembly is connected with the first supporting assembly, and the top plate template is laid on the first bearing assembly; the second supporting component is arranged on the building surface; the second supporting component is connected with the first supporting component, the second bearing component is connected with the second supporting component, and the post-pouring strip template is laid on the second bearing component; through installing second supporting component on the building surface to be connected second supporting component and first supporting component, install second bearing component on second supporting component again, lay post-cast strip template on second bearing component at last, accomplish the individual support to post-cast strip template, make can be when realizing supporting the roof template, be convenient for realize the support to post-cast strip template.
Description
Technical Field
The utility model relates to the field of building construction, in particular to a top plate template mounting structure.
Background
Along with the development of the building industry, new requirements are put forward on the construction period of the building, and a form of concrete pouring is built by using a template at present to improve the construction period of the building; common templates include wood templates, climbing templates, sliding templates, tunnel templates, and permanent templates, and it is necessary to ensure the dimensional accuracy of the templates and to have sufficient strength in construction.
In the related technology, the mounting technology of the top plate template is that firstly, a bracket is built, then the levelness of the bracket is measured, a U-shaped bracket is stably mounted on the bracket, after the height of the U-shaped bracket is regulated, a main keel is mounted on the U-shaped bracket, the height of the main keel is regulated according to an elevation control line, and then an auxiliary keel is paved on the main keel; and then, paving a panel from the beam edge, keeping the panel edge and the beam joint in a straight state, fixing the panel and the secondary joist, adopting a hard joint way on the top surface, and positioning the panel joint on the secondary joist as much as possible.
For the above related art, there are technical drawbacks as follows: in order to improve the stability of the post-cast strip in casting, the post-cast strip template is required to be supported, but the support surface of the post-cast strip template is lower than the support surfaces of the top plate templates at two sides, and the same height is required to be maintained when the top plate templates are supported, so that the post-cast strip template is inconvenient to support by using the same support system as the top plate templates at two sides.
Disclosure of Invention
In order to facilitate the support of the post-cast strip, the utility model provides a top plate template mounting structure.
The utility model provides a top plate template mounting structure which adopts the following technical scheme:
the top plate template mounting structure comprises a first bearing component for bearing a top plate template and a first supporting component for supporting the first bearing component; the post-cast strip template supporting device further comprises a second bearing component for bearing the post-cast strip template and a second supporting component for supporting the second bearing component;
the first supporting component is arranged on the building surface;
the first bearing component is connected with the first supporting component, and the top plate template is laid on the first bearing component;
the second supporting component is arranged on the building surface;
the second support assembly is connected with the first support assembly, the second bearing assembly is connected with the second support assembly, and the post-cast strip template is laid on the second bearing assembly.
By adopting the technical scheme, the first supporting component is arranged on the building surface, the first bearing component is arranged on the first supporting component, then the top plate template is paved on the first bearing component, when the post-pouring strip template is supported, the second supporting component is arranged on the building surface, the second bearing component is arranged on the second supporting component, and finally the post-pouring strip template is paved on the second bearing component, so that the post-pouring strip template is supported; through installing second supporting component on the building surface to be connected second supporting component and first supporting component, install second bearing component on second supporting component again, lay post-cast strip template on second bearing component at last, accomplish the individual support to post-cast strip template, make can be when realizing supporting the roof template, be convenient for realize the support to post-cast strip template.
Optionally, the first supporting component includes a plurality of first cross bars, first vertical bars and first fixing pieces;
the first vertical rod is arranged on the building surface;
the first cross rod is fixedly connected with the first vertical rod through the fixing piece, and the first fixing piece is used for fixing the first cross rod with the first vertical rod;
the first bearing component is arranged on the first vertical rod.
Through adopting above-mentioned technical scheme, fix first montant on the building surface, the second horizontal pole is fixed on first montant through first mounting, follows bad above-mentioned operation, realizes putting up first supporting component.
Optionally, the first fixing piece comprises a fixing disc, a fixing block and a fixing pin;
the fixed disc is arranged on the first vertical rod;
the fixed block is arranged at one end of the first cross rod, which is close to the first vertical rod, and the fixed disc is provided with a mounting hole for the fixed block to extend into, and the fixed block is in sliding connection with the fixed disc;
the fixing pin penetrates through the fixing block and the fixing disc and is used for fixing the fixing block and the fixing disc.
Through adopting above-mentioned technical scheme, when being connected first montant and first horizontal pole, be close to first montant with first horizontal pole, the motion of first horizontal pole drives the fixed block motion, and the fixed block stretches into in the mounting hole, uses the fixed pin to pass fixed block and fixed disk, and the fixed pin is fixed block and fixed disk, and first horizontal pole is fixed with first montant; through being close to first montant with first horizontal pole, first horizontal pole motion drives the fixed block motion, and the fixed block stretches into in the mounting hole, uses the fixed pin to pass fixed block and fixed disk at last, realizes the fixed to first horizontal pole and first montant, adopts the fixed mode of fixed pin, also is convenient for dismantle in later stage when being convenient for install, has improved the efficiency of construction effectively.
Optionally, the first bearing component comprises a main keel and an auxiliary keel;
the main keel is arranged at the top of the first vertical rod, and the length direction of the main keel is perpendicular to the axial direction of the first vertical rod;
the secondary joist is arranged on the main joist, and the top plate template is laid on the secondary joist.
By adopting the technical scheme, the main keels are fixed on the first vertical rods, the heights of the main keels are adjusted according to the elevation control lines of the top plate templates, then the secondary keels are fixed on the main keels, and after the secondary keels are paved, the top plate templates are paved and nailed on the secondary keels; through fixed main joist, secondary joist on first montant, fix the roof template on the secondary joist at last, increased the bearing area of roof template installation, improved the installation stability of roof template, and then improved the installation quality of roof template.
Optionally, the second support assembly includes a second vertical rod, a second cross rod, and a second fixing member;
the second vertical rod is arranged on the building surface;
the second cross rod is connected with the second vertical rod through the second fixing piece, and the second cross rod is connected with the first vertical rod;
the second fixing piece is used for fixing the second cross rod and the second vertical rod.
Through adopting above-mentioned technical scheme, fix the second montant on the building surface, the second horizontal pole passes through the second mounting and is fixed with the second montant, repeatedly above-mentioned operation, accomplishes the construction of second supporting component.
Optionally, the second fixing piece comprises a first reinforcing block, a second reinforcing block and a reinforcing bolt;
the first reinforcing block is arranged on the second vertical rod and is rotationally connected with the second reinforcing block, wherein the first reinforcing block and the second reinforcing block form a fixing space for the second cross rod and the second vertical rod;
the reinforcing bolts are arranged on the first reinforcing blocks and used for fixing the first reinforcing blocks and the second reinforcing blocks.
By adopting the technical scheme, the second reinforcing block is rotated, the second reinforcing block is far away from the first reinforcing block, the fixing space is enlarged, the second cross rod extends into the fixing space, the second reinforcing block is rotated, the second reinforcing block is close to the first reinforcing block, and the first reinforcing block and the second reinforcing block are fixed by using the reinforcing bolts; through rotating the second and consolidate the piece, the second consolidates the piece and keeps away from first consolidate the piece, and fixed space grow stretches into in the fixed space with the second horizontal pole, uses the reinforcing bolt to consolidate first consolidate the piece with the second and consolidate the piece fixedly, realizes the purpose fixed with first horizontal pole and second montant.
Optionally, the second bearing component comprises a reinforcing cross bar and a reinforcing vertical bar;
the reinforcing cross bar is arranged on the second vertical bar and is connected with the first vertical bar;
one end of the reinforcing vertical rod is abutted against the post-pouring strip template, the other end of the reinforcing vertical rod is connected with the reinforcing cross rod, and the axial direction of the reinforcing vertical rod is perpendicular to the axial direction of the reinforcing cross rod.
Through adopting above-mentioned technical scheme, will consolidate the horizontal pole and fix on the second montant to will consolidate horizontal pole and first montant and fix, will consolidate the one end of montant and consolidate the horizontal pole and fix, lay the post-cast strip template at the other end of consolidate the montant, and will consolidate the other end of montant and support tightly with the post-cast strip template, realize bearing to the post-cast strip template, improved the quality of post-cast strip installation.
Optionally, the device further comprises a reinforcing diagonal rod for reinforcing the connection strength of the second vertical rod and the second horizontal rod;
one end of the reinforcing inclined rod is connected with the first vertical rod on one side of the post-pouring template, the other end of the reinforcing inclined rod is connected with the first vertical rod on the other side of the post-pouring template, and the junction of the reinforcing inclined rod, the second vertical rod and the second transverse rod is fixedly connected.
By adopting the technical scheme, one end of the reinforcing inclined rod is fixedly connected with the first vertical rod at one side of the post-pouring strip template, the other end of the reinforcing inclined rod is connected with the first vertical rod at the other side of the post-pouring strip template, and the joint of the reinforcing inclined rod, the second vertical rod and the second cross rod is fixedly connected; through the reinforcing diagonal bar that sets up, the one end of reinforcing diagonal bar and the first montant fixed connection of post-cast strip template one, the other end of reinforcing diagonal bar is connected with the first montant of post-cast strip template opposite side, later will strengthen junction fixed connection of diagonal bar and second montant, second horizontal pole again, realizes the purpose of being connected first supporting component and second supporting component, and then has improved the supporting effect to the post-cast strip template.
In summary, the present utility model includes at least one of the following beneficial technical effects:
1. according to the utility model, the second supporting component is arranged on the building surface, the second supporting component is connected with the first supporting component, the second bearing component is arranged on the second supporting component, and finally the post-cast strip template is paved on the second bearing component, so that the post-cast strip template is independently supported, the top plate template can be supported, and the post-cast strip template can be supported conveniently;
2. according to the utility model, the first cross rod is close to the first vertical rod, the fixed block is driven to move by the movement of the first cross rod, the fixed block stretches into the mounting hole, the fixed block and the fixed disc are fixed by using the fixed pin to penetrate through the fixed block and the fixed disc, and the first cross rod is fixed with the first vertical rod; the first cross rod is close to the first vertical rod, the first cross rod moves to drive the fixed block to move, the fixed block stretches into the mounting hole, finally, the fixed pin penetrates through the fixed block and the fixed disc to fix the first cross rod and the first vertical rod, and the fixed pin is adopted to fix the first cross rod, so that the mounting is convenient, the later disassembly is convenient, and the construction efficiency is effectively improved;
3. according to the utility model, one end of the reinforcing inclined rod is fixedly connected with the first vertical rod of the first post-pouring strip template, the other end of the reinforcing inclined rod is connected with the first vertical rod of the other side of the post-pouring strip template, and then the joint of the reinforcing inclined rod, the second vertical rod and the second cross rod is fixedly connected, so that the purpose of connecting the first support component and the second support component is realized, and the support effect on the post-pouring strip template is further improved.
Drawings
FIG. 1 is a schematic view of the overall structure of a roof form mounting structure of the present utility model;
FIG. 2 is a schematic view of a portion of a top panel formwork mounting structure in accordance with the present utility model;
fig. 3 is an enlarged view of a portion a of fig. 2;
fig. 4 is an enlarged view of a portion B of fig. 2;
FIG. 5 is a schematic view of a portion of a top panel formwork mounting structure in accordance with the present utility model;
fig. 6 is an enlarged view of a portion C of fig. 5.
Reference numerals: 1. a first load bearing assembly; 11. a main keel; 12. a secondary keel; 13. an adjusting rod; 14. a bearing block; 15. a fastening nut; 2. a first support assembly; 21. a first cross bar; 22. a first vertical rod; 23. a first fixing member; 231. a fixed plate; 2311. a mounting hole; 232. a fixed block; 233. a fixing pin; 3. wood Fang Dian; 4. a second support assembly; 41. a second vertical rod; 42. a second cross bar; 43. a second fixing member; 431. a first reinforcing block; 432. a second reinforcing block; 433. reinforcing bolts; 5. a second carrier assembly; 51. reinforcing the cross bar; 52. reinforcing a vertical rod; 53. reinforcing the diagonal rods; 6. a top plate template; 7. post-cast strip templates; 8. square timber; 9. reinforcing the diagonal rods.
Detailed Description
The utility model is described in further detail below with reference to fig. 1-6.
The embodiment of the utility model discloses a top plate template mounting structure.
Referring to fig. 1 and 2, a roof form mounting structure includes a first carrying member 1 for carrying a roof form 6, and a first supporting member 2 for supporting the first carrying member 1; a second bearing assembly 5 for bearing the post-cast strip template 7 and a second supporting assembly 4 for supporting the second bearing assembly 5; the first support component 2 is arranged on a building surface; the first bearing component 1 is connected with the first supporting component 2, and the top plate template 6 is paved on the first bearing component 1; the second support component 4 is arranged on the building surface; the second support assembly 4 is connected with the first support assembly 2, the second bearing assembly 5 is connected with the second support assembly 4, and the post-cast strip template 7 is paved on the second bearing assembly 5.
Referring to fig. 1 and 3, the first support assembly 2 includes a plurality of first cross bars 21, first vertical bars 22, and first fixing members 23; the first vertical rod 22 is fixed on the building surface through bolts; the first cross rod 21 is fixedly connected with the first vertical rod 22 through a fixing piece, wherein the axial direction of the first vertical rod 22 is vertical to the axial direction of the second cross rod 42, a plurality of first cross rods 21 and the first vertical rod 22 form a first supporting component 2, and the first fixing piece 23 is used for fixing the first cross rod 21 and the first vertical rod 22; the first carrier assembly 1 can be mounted on a first vertical bar 22.
Referring to fig. 2, in the embodiment of the present utility model, in order to improve the connection strength between the first vertical rod 22 and the building surface, a square timber apron 3 is installed at the connection between the first vertical rod 22 and the building surface; the wood square pad 3 is fixed on one side of the first vertical rod 22 close to the building surface through bolts, and the contact area between the first vertical rod 22 and the building surface is increased by the installed wood square pad 3, so that the connection strength of the first vertical rod 22 and the building surface is improved.
Referring to fig. 2 and 3, the first fixing piece 23 includes a fixing plate 231, a fixing block 232, and a fixing pin 233; the fixed disk 231 is sleeved on the first vertical rod 22, and the fixed disk 231 is fixedly connected with the first vertical rod 22 in a welding mode; the fixed block 232 is fixed at one end of the first cross bar 21, which is close to the first vertical bar 22, in a welding mode, a mounting hole 2311 for the fixed block 232 to extend into is formed in the fixed disc 231, and the fixed block 232 is in sliding connection with the fixed disc 231; the fixing pin 233 passes through the fixing block 232 and the fixing plate 231, and the fixing pin 233 is used to fix the fixing block 232 and the fixing plate 231.
Referring to fig. 3, it should be noted that, in the embodiment of the present utility model, the number of the mounting holes 2311 is set to be plural, and the plurality of mounting holes 2311 are uniformly distributed along the circumferential direction of the fixing plate 231, but the embodiment of the present utility model does not specifically limit the number of the mounting holes 2311, but only can realize the connection between the first vertical rod 22 and the first cross rod 21, so as to realize the supporting function on the top plate template 6.
Referring to fig. 1 and 4, the first load bearing assembly 1 includes a main runner 11 and a cross runner 12; the main joist 11 is arranged at the top of the first vertical rod 22, and the length direction of the main joist 11 is vertical to the axial direction of the first vertical rod 22; the cross runners 12 are mounted on the main runners 11 and the roof form 6 is secured to the cross runners 12 by screw-laying.
Referring to fig. 4, in order to reduce damage to the cross runners 12 when the top plate formwork 6 is connected with the cross runners 12 in the embodiment of the present utility model, a plurality of square lumbers 8 are disposed between the top plate formwork 6 and the cross runners 12, and the square lumbers 8 balance the bearing capacity of the cross runners 12 to the top plate formwork 6, so that the damage to the cross runners 12 is reduced while the bearing of the top plate formwork 6 is satisfied.
Referring to fig. 1 and 4, in the embodiment of the present utility model, in order to facilitate adjusting the top plate template 6 to the same height, the embodiment of the present utility model further includes an adjusting rod 13, a bearing block 14, and a fastening nut 15; the adjusting rod 13 is connected to the first vertical rod 22 through threads, and the axial direction of the adjusting rod 13 is the same as that of the first vertical rod 22; the bearing blocks 14 are fixed on the adjusting rods 13 in a welding mode, the main keels 11 are arranged on the bearing blocks 14, the adjusting rods 13 are rotated, the adjusting rods 13 move to drive the bearing blocks 14 to move, the bearing blocks 14 move to drive, and therefore the main keels 11 and the secondary keels 12 are conveniently adjusted to the same height line, and the installation quality of the top plate template 6 is improved; meanwhile, for better fixing the adjusting rod 13 and the first vertical rod 22, the adjusting rod 13 is connected with a fastening nut 15 in a threaded manner, the fastening nut 15 is rotated, the fastening nut 15 abuts against the first vertical rod 22, and the purpose of reinforcing the connection strength of the adjusting rod 13 and the first vertical rod 22 is achieved.
Referring to fig. 5, the second support assembly 4 includes a second vertical bar 41, a second cross bar 42, and a second fixing member 43; the second vertical rod 41 is mounted on the building surface through screws; the second cross rod 42 is connected with the second vertical rod 41 through a second fixing piece 43, the second cross rod 42 is connected with the first vertical rod 22, and the axial direction of the second vertical rod 41 is perpendicular to the axial direction of the second cross rod 42; the second fixing piece 43 is used for fixing the second cross bar 42 and the second vertical bar 41.
Referring to fig. 5 and 6, the second fixing member 43 includes a first reinforcing block 431, a second reinforcing block 432, and a reinforcing bolt 433; the first reinforcement block 431 is fixed on the second vertical rod 41 in a welding mode, and the first reinforcement block 431 is rotatably connected with the second reinforcement block 432, wherein the first reinforcement block 431 and the second reinforcement block 432 form a fixing space for the second cross rod 42 and the second vertical rod 41; the reinforcing bolt 433 is screwed on the first reinforcing block 431, and the reinforcing bolt 433 is used for fixing the first reinforcing block 431 and the second reinforcing block 432.
Referring to fig. 5, the second carrier assembly 5 includes a reinforcing cross bar 51 and a reinforcing vertical bar 52; the reinforcing cross rod 51 is fixed on the second vertical rod 41 in a steel wire rope bundling manner, and in order to improve the stability of the reinforcing cross rod 51, the reinforcing cross rod 51 and the first vertical rod 22 are fixedly connected in the embodiment of the utility model in a steel wire rope bundling manner; one end of the reinforcing vertical rod 52 is abutted against the post-pouring strip template 7, the other end of the reinforcing vertical rod 52 is fixedly connected with the reinforcing horizontal rod 51 through a hoop, and the axial direction of the reinforcing vertical rod 52 is perpendicular to the axial direction of the reinforcing horizontal rod 51.
Referring to fig. 5, in order to improve the bearing effect on the post-cast strip template 7 in the embodiment of the present utility model, the second bearing assembly 5 further includes a reinforcing diagonal rod 53, one end of the reinforcing diagonal rod 53 is fixedly connected with the reinforcing vertical rod 52 through a hoop, and the other end of the reinforcing diagonal rod 53 is fixedly connected with the reinforcing cross rod 51 through a hoop; wherein the reinforcing vertical bars 52, the reinforcing horizontal bars 51 and the reinforcing diagonal bars 53 form a triangular stable structure.
Referring to fig. 5, to enhance the supporting effect of the second supporting component 4 on the second bearing component 5, the device further comprises a reinforcing diagonal 9 for reinforcing the connection strength between the second vertical rod 41 and the second cross rod 42; one end of the reinforcing inclined rod 9 is fixedly connected with the first vertical rod 22 on one side of the post-pouring template in a bundling manner, the other end of the reinforcing inclined rod 9 is fixedly connected with the first vertical rod 22 on the other side of the post-pouring template in a bundling manner, and the joint of the reinforcing inclined rod 9, the second vertical rod 41 and the second cross rod 42 is fixedly connected in a bundling manner.
The implementation principle of the top plate template mounting structure provided by the embodiment of the utility model is as follows: the first vertical rod 22 is installed on a building surface, the first cross rod 21 is moved, the first cross rod 21 moves to drive the fixed block 232 to move, the fixed block 232 stretches into the installation hole 2311, the fixed block 232 is fixed with the fixed disc 231 by using the fixed pin 233, the adjusting rod 13 is rotated, the adjusting rod 13 drives the bearing blocks 14 to move, the bearing blocks 14 are adjusted to the same height, the main joist 11 is installed on the bearing blocks 14, the secondary joist 12 is installed on the main joist 11, and the top plate template 6 is paved and fixed on the secondary joist 12 by screws; the second vertical rod 41 is installed on a building surface, the second reinforcing block 432 is rotated, the fixed space is enlarged, the second transverse rod 42 is placed into the fixed space, the second reinforcing block 432 is rotated, the first reinforcing block 431 and the second reinforcing block 432 are fixed by using the reinforcing bolt 433, the installation of the second supporting component 4 is completed, the post-pouring strip template 7 is paved on the second vertical rod 41 and the second transverse rod 42, the reinforcing transverse rod 51 is installed on the second vertical rod 41, the second transverse rod 42 and the second vertical rod 41 are fixedly connected in a bundling mode, one end of the reinforcing vertical rod 52 is fixedly connected with the reinforcing transverse rod 51 through a hoop, the other end of the reinforcing vertical rod 52 is abutted against the post-pouring strip template 7, the reinforcing diagonal rod 9 is installed finally, one end of the reinforcing diagonal rod 9 is fixedly connected with the first vertical rod 22 on one side of the post-pouring template in a bundling mode, the other end of the reinforcing diagonal rod 9 is fixedly connected with the first vertical rod 22 on the other side of the post-pouring template in a bundling mode, and the joint of the reinforcing diagonal rod 9 and the second vertical rod 41 and the second transverse rod 42 in a bundling mode.
The above embodiments are not intended to limit the scope of the present utility model, so: all equivalent changes in structure, shape and principle of the utility model should be covered in the scope of protection of the utility model.
Claims (8)
1. A roof form mounting structure comprising a first load bearing assembly (1) for bearing a roof form (6), a first support assembly (2) for supporting the first load bearing assembly (1); the method is characterized in that: the post-cast strip template casting machine further comprises a second bearing component (5) for bearing the post-cast strip template (7) and a second supporting component (4) for supporting the second bearing component (5);
the first supporting component (2) is arranged on the building surface;
the first bearing component (1) is connected with the first supporting component (2), and the top plate template (6) is paved on the first bearing component (1);
the second supporting component (4) is arranged on the building surface;
the second support assembly (4) is connected with the first support assembly (2), the second bearing assembly (5) is connected with the second support assembly (4), and the post-cast strip template (7) is paved on the second bearing assembly (5).
2. The roof form mounting structure of claim 1, wherein: the first support assembly (2) comprises a plurality of first cross bars (21), first vertical bars (22) and first fixing pieces (23);
the first vertical rod (22) is arranged on the building surface;
the first cross rod (21) is fixedly connected with the first vertical rod (22) through the fixing piece, and the first fixing piece (23) is used for fixing the first cross rod (21) and the first vertical rod (22);
the first bearing component (1) is arranged on the first vertical rod (22).
3. A roof form mounting structure as defined in claim 2, wherein: the first fixing piece (23) comprises a fixing disc (231), a fixing block (232) and a fixing pin (233);
the fixed disc (231) is arranged on the first vertical rod (22);
the fixing block (232) is arranged at one end, close to the first vertical rod (22), of the first transverse rod (21), a mounting hole (2311) used for the fixing block (232) to extend in is formed in the fixing disc (231), and the fixing block (232) is in sliding connection with the fixing disc (231);
the fixing pin (233) passes through the fixing block (232) and the fixing disk (231) and is used for fixing the fixing block (232) and the fixing disk (231).
4. A roof form mounting structure as defined in claim 2, wherein: the first bearing assembly (1) comprises a main keel (11) and an auxiliary keel (12);
the main keel (11) is arranged at the top of the first vertical rod (22), and the length direction of the main keel (11) is perpendicular to the axial direction of the first vertical rod (22);
the secondary joist (12) is arranged on the main joist (11), and the top plate template (6) is laid on the secondary joist (12).
5. A roof form mounting structure as defined in claim 2, wherein: the second support assembly (4) comprises a second vertical rod (41), a second transverse rod (42) and a second fixing piece (43);
the second vertical rod (41) is arranged on the building surface;
the second cross rod (42) is connected with the second vertical rod (41) through the second fixing piece (43), and the second cross rod (42) is connected with the first vertical rod (22);
the second fixing piece (43) is used for fixing the second transverse rod (42) and the second vertical rod (41).
6. The roof form mounting structure of claim 5, wherein: the second fixing piece (43) comprises a first reinforcing block (431), a second reinforcing block (432) and a reinforcing bolt (433);
the first reinforcement block (431) is arranged on the second vertical rod (41), the first reinforcement block (431) is rotatably connected with the second reinforcement block (432), wherein the first reinforcement block (431) and the second reinforcement block (432) form a fixed space for the second cross rod (42) and the second vertical rod (41);
the reinforcement bolt (433) is arranged on the first reinforcement block (431) and is used for fixing the first reinforcement block (431) and the second reinforcement block (432).
7. The roof form mounting structure of claim 5, wherein: the second bearing assembly (5) comprises a reinforcing cross bar (51) and a reinforcing vertical bar (52);
the reinforcing cross rod (51) is arranged on the second vertical rod (41) and is connected with the first vertical rod (22);
one end of the reinforcing vertical rod (52) is abutted against the post-pouring strip template (7), the other end of the reinforcing vertical rod is connected with the reinforcing cross rod (51), and the axial direction of the reinforcing vertical rod (52) is perpendicular to the axial direction of the reinforcing cross rod (51).
8. The roof form mounting structure of claim 5, wherein: the device also comprises a reinforcing inclined rod (9) for reinforcing the connection strength of the second vertical rod (41) and the second cross rod (42);
one end of the reinforcing inclined rod (9) is connected with the first vertical rod (22) on one side of the post-pouring template, the other end of the reinforcing inclined rod is connected with the first vertical rod (22) on the other side of the post-pouring template, and the junction of the reinforcing inclined rod (9) with the second vertical rod (41) and the second transverse rod (42) is fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320566782.XU CN219691076U (en) | 2023-03-22 | 2023-03-22 | Roof template mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320566782.XU CN219691076U (en) | 2023-03-22 | 2023-03-22 | Roof template mounting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219691076U true CN219691076U (en) | 2023-09-15 |
Family
ID=87939625
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320566782.XU Active CN219691076U (en) | 2023-03-22 | 2023-03-22 | Roof template mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219691076U (en) |
-
2023
- 2023-03-22 CN CN202320566782.XU patent/CN219691076U/en active Active
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