CN214117507U - Convenient ring beam template system is dismantled in installation - Google Patents
Convenient ring beam template system is dismantled in installation Download PDFInfo
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- CN214117507U CN214117507U CN202022881752.7U CN202022881752U CN214117507U CN 214117507 U CN214117507 U CN 214117507U CN 202022881752 U CN202022881752 U CN 202022881752U CN 214117507 U CN214117507 U CN 214117507U
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Abstract
The utility model relates to a concrete mould, in particular to a ring beam template system with convenient assembly and disassembly, which is used for pouring cast-in-place ring beams and comprises ring beam templates arranged at the two sides of the top of a wall body, wherein fixed plates are arranged on the ring beam templates at intervals along the length direction, and the surface of each fixed plate is perpendicular to the ring beam templates; the fixing plate is in a right-angle U shape and comprises a transverse bar and vertical bars, wherein the bottom of the transverse bar is higher than the finished surface of the ring beam and is arranged above the ring beam, and the vertical bars are respectively arranged by clinging to the ring beam templates on the two sides of the ring beam; rectangular template bayonets are formed in the positions, adjacent to the tops of the ring beam templates, of the bottoms of the transverse bars, and the ring beam templates are upwards inserted into the template bayonets and are tightly matched with the template bayonets. The utility model discloses in, live the circle roof beam template through template bayonet socket restraint, make it can resist the mould power that rises, can not askew fall at the in-process of pouring again, and need not to pass the circle roof beam, realized effectively fixed to the template under the prerequisite that can install fast and dismantle.
Description
Technical Field
The utility model relates to a concrete mold especially relates to a convenient ring beam template system is dismantled in installation.
Background
The tensile strength of the wall body of the masonry structure is poor, and when an earthquake or stratum settlement occurs, the wall body can incline due to the fact that the foundation is not flat any more, and the wall body can collapse due to the fact that one side of the wall body can be subjected to tensile stress. In order to avoid the situation, ring beams are horizontally arranged in the masonry wall to enable a plurality of masonry wall rings to be a whole, horizontal reinforcing steel bars are arranged in the ring beams, and the ring beams bear tensile stress when the wall body inclines.
The prior ring beam mainly comprises a cast-in-place reinforced concrete beam, and when a masonry wall is built, the cast-in-place concrete ring beams are arranged in the middle and at the top of the wall according to different heights of the wall. The formwork of the ring beam is usually two long-strip-shaped plates which are respectively arranged at two sides of the top end of the wall body and are fixed through a split screw or a U-shaped hoop.
However, there are a number of problems associated with the use of tie rods or U-shaped clips to secure the formwork. The length of the ring beam is very long, the number of the ring beam and the ring beam which are used is large when the split screws are used, the split screws are troublesome to install and disassemble, and a lot of time is needed to install, disassemble and disassemble the split screws during pouring; meanwhile, the cross section of the ring beam is very small, and the influence on the strength of the ring beam caused by a hole through which the pulling screw penetrates is large. And use the U-shaped clamp, because the template inboard lacks fixedly, the template is difficult to rely on the U-shaped clamp to keep stable, still generally need set up the brick in the template and withhold the template of both sides, the existence of brick has seriously destroyed the intensity of girt.
In addition, the support of the ring beam formwork, either by bracing against the ground or scaffolding, or by laying bricks under the ring beam formwork, is inconvenient in use and is very costly.
SUMMERY OF THE UTILITY MODEL
The utility model provides a convenient collar tie beam template system is dismantled in installation.
The technical problem to be solved is that: present circle roof beam template tie piece all has a series of problems, and it is troublesome to drawing the screw rod installation and dismantling, and the U-shaped clamp need set up the brick in the circle roof beam template when needing to use and withstands circle roof beam template, and the brick influences circle roof beam intensity.
In order to solve the technical problem, the utility model adopts the following technical scheme:
a ring beam template system convenient to mount and dismount is used for pouring a cast-in-place ring beam and comprises ring beam templates arranged on two sides of the top of a wall body, wherein fixing plates are arranged on the ring beam templates at intervals along the length direction, and the plate surfaces of the fixing plates are perpendicular to the ring beam templates;
the fixing plate is in a right-angle U shape and comprises a transverse bar and vertical bars, wherein the bottom of the transverse bar is higher than the finished surface of the ring beam and is arranged above the ring beam, and the vertical bars are respectively arranged by clinging to the ring beam templates on two sides of the ring beam;
rectangular template bayonets are formed in the positions, adjacent to the tops of the ring beam templates, of the bottoms of the transverse bars, and the ring beam templates are upwards inserted into the template bayonets and are tightly matched with the template bayonets.
Further, a soft cushion used for ensuring that the ring beam template is tightly matched with the template bayonet is arranged in the template bayonet, and the soft cushion is arranged on the outer side of the ring beam template.
Further, the cushion is felt cloth, wraps up on the intraoral face of vertical retort position template card to penetrate through the pin and the horizontal bar fixed connection of vertical retort and felt cloth through the level.
Furthermore, the bottom of the outer side surface of the ring beam template is provided with rotatable inclined struts which are arranged at intervals along the length direction, the upper ends of the rotatable inclined struts are rotatably connected with the bottom of the outer side surface of the ring beam template, and rotating shafts which are rotatably connected are arranged in parallel to the length direction of the ring beam template.
Further, the thickness of the fixing plate is not less than 5 mm.
Furthermore, the fixed plate is a three-ply board, and the surface of the edge of the three-ply board is coated with waterproof paint.
Furthermore, the surfaces of the vertical bars, which are close to the ring beam template, and the lower surfaces of the transverse bars are coated with Teflon coatings.
The utility model relates to a convenient collar tie beam template system is dismantled in installation compares with prior art, has following beneficial effect:
in the utility model, the ring beam template is hooped by the fixing plate, the template bayonet is arranged at the inner side of the fixing plate, and the ring beam template is inserted into the template bayonet and is tightly matched with the template bayonet, so that the ring beam template is restrained, the ring beam template can resist the mold expansion force and can not be askew and fallen in the pouring process, and the ring beam is not required to pass, thereby realizing the effective fixation of the template on the premise of quick installation and disassembly;
the utility model discloses in, through articulating one row of rotatable bracing in circle roof beam template outside bottom, when needs erection template, only need paste the wall to the template and lift mounting height, then rotate rotatable bracing, make rotatable bracing top can accomplish the support to circle roof beam template on ground or scaffold, the installation is dismantled all very conveniently, and because rotatable bracing is even in circle roof beam template, is difficult for losing.
Drawings
Fig. 1 is a schematic structural view of a ring beam formwork system with convenient assembly and disassembly in a use state;
FIG. 2 is a schematic view of the arrangement of the fixing plates;
FIG. 3 is a schematic view of the fastening plate when the cushion is not installed;
FIG. 4 is a schematic view of the fastening plate after installation of the cushion;
wherein, 1-a fixed plate, 11-a horizontal bar, 12-a vertical bar, 13-a template bayonet, 2-a soft pad, 21-a pin, 3-a ring beam template, and 4-a rotatable inclined strut.
Detailed Description
As shown in fig. 1-4, a ring beam formwork system with convenient assembly and disassembly is used for pouring a cast-in-place ring beam, and comprises ring beam formworks 3 arranged on two sides of the top of a wall body, as shown in fig. 2, fixing plates 1 are arranged on the ring beam formworks 3 at intervals along the length direction, and the plate surfaces of the fixing plates 1 are arranged perpendicular to the ring beam formworks 3;
the fixing plate 1 is in a right-angle U shape and comprises a transverse bar 11 and vertical bars 12, wherein the bottom of the transverse bar 11 is higher than the finished surface of the ring beam and is arranged above the ring beam, and the vertical bars 12 are respectively attached to the ring beam templates 3 on two sides of the ring beam;
as shown in fig. 3, a rectangular template bayonet 13 is opened at a position adjacent to the top of the ring beam template 3 at the bottom of the cross bar 11, and the ring beam template 3 is upwardly inserted into the template bayonet 13 and is tightly fitted with the template bayonet 13.
As shown in fig. 4, the soft cushion 2 for ensuring the ring beam formwork 3 to be tightly matched with the formwork bayonet 13 is arranged in the formwork bayonet 13, and the soft cushion 2 is arranged outside the ring beam formwork 3. The ring beam formwork 3 is thick or thin and cannot be matched with the formwork bayonet 13 exactly, and the squashed cushion 2 is relied on to ensure that the ring beam formwork and the formwork bayonet are matched tightly. Of course, the cushions 2 can also be arranged inside the ring beam formwork 3 here, so that the formwork bayonet 13 can be made wider, thereby allowing thicker cushions 2 to be used or for inserting cushions 2 after the formwork has been installed.
The soft cushion 2 in this embodiment is a felt cloth, and is wrapped on the surface of the vertical bar 12 in the bayonet 13 of the template, and is fixedly connected with the horizontal bar 11 through a pin 21 which horizontally penetrates through the vertical bar 12 and the felt cloth. The felt cloth can be made of black core cotton felt which is commonly used for concrete insulation in construction sites, is wrapped on the surface of the vertical bar 12, which is positioned in the bayonet 13 of the template, and is then fixed by nailing a plurality of nails. The cushion 2 can also be wrapped around the die plate bayonet 13 by a cord around the vertical bar 12 to form a structure similar to a knife handle. Or a rubber mat is used.
Rotatable inclined struts 4 are arranged at the bottom of the outer side face of the ring beam template 3, the rotatable inclined struts 4 are arranged at intervals along the length direction, the upper ends of the rotatable inclined struts are rotatably connected with the bottom of the outer side face of the ring beam template 3, and rotating shafts which are rotatably connected are arranged in parallel to the length direction of the ring beam template 3. Like this when needs installation template, only need to lift the erection height to the template wall, then rotate rotatable bracing 4, make rotatable bracing 4 top can accomplish the support to collar tie beam template 3 on ground or scaffold frame, the installation is dismantled all very conveniently, and because rotatable bracing 4 is even on collar tie beam template 3, is difficult for losing.
The thickness of the fixing plate 1 is not less than 5 mm. If the fixing plate 1 is too thin, the ring beam template 3 still cannot be effectively ensured to be stable even if the ring beam template 3 is inserted into the template bayonet 13.
The fixing plate 1 can be a three-ply board, and the surface of the edge of the three-ply board is coated with waterproof paint. The three-ply board is the material that the template on the building site adopted often, the utility model discloses can have enough to meet the need used template cutting by a structure construction and form, make full use of dumped material. But notice the utility model discloses can not adopt the solid wood material, adopt the solid wood, no matter the wood grain is violently indulged, all has some places that need bear pulling force not to have and is on a parallel with tensile timber fibre, leads to fixed plate 1 in use to be destroyed. The wood fibers in the plywood are criss-cross, so that the problem does not exist.
The fixed plate 1 can also be made of reinforced concrete slabs, and some waste reinforced concrete slabs also exist on the construction site, and the plates are adopted to cut the utility model discloses it is also feasible, but note that the steel reinforcement frameworks which are criss-cross should exist in the reinforced concrete slabs, otherwise the reinforced concrete slabs can be damaged by pulling.
The surfaces of the vertical bars 12, which are close to the ring beam formwork 3, and the lower surfaces of the transverse bars 11 are coated with Teflon coatings so as to prevent concrete from being adhered to the surfaces and influencing subsequent use.
The utility model relates to a convenient collar tie beam template system is dismantled in installation, its use includes following step:
the method comprises the following steps: binding a reinforcement cage of the ring beam;
step two: installing a ring beam template 3 and fixing the template;
step three: and (5) pouring concrete.
The above-mentioned embodiments are only for describing the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention, and various modifications and improvements made by those skilled in the art without departing from the design spirit of the present invention should fall into the protection scope defined by the claims of the present invention.
Claims (7)
1. The utility model provides a convenient circle roof beam template system is dismantled in installation for pour cast-in-place circle roof beam, including setting up circle roof beam template (3) in wall body top both sides, its characterized in that: the ring beam template (3) is provided with fixing plates (1) at intervals along the length direction, and the plate surface of each fixing plate (1) is perpendicular to the ring beam template (3);
the fixing plate (1) is in a right-angle U shape and comprises a transverse bar (11) and vertical bars (12), wherein the bottom of the transverse bar is higher than the finished surface of the ring beam and is arranged above the ring beam, and the vertical bars (12) are respectively attached to the ring beam templates (3) on the two sides of the ring beam;
rectangular template bayonets (13) are formed in the positions, adjacent to the tops of the ring beam templates (3), of the bottoms of the transverse bars (11), and the ring beam templates (3) are upwards inserted into the template bayonets (13) and are tightly matched with the template bayonets (13).
2. The ring beam formwork system convenient to mount and dismount as claimed in claim 1, wherein: be provided with in template bayonet socket (13) and be used for guaranteeing collar tie beam template (3) and template bayonet socket (13) closely complex cushion (2), cushion (2) set up in the collar tie beam template (3) outside.
3. The ring beam formwork system convenient to mount and dismount as claimed in claim 2, wherein: the soft pad (2) is felt cloth, is wrapped on the surface of the vertical bar (12) positioned in the template bayonet (13), and is fixedly connected with the horizontal bar (11) through a pin (21) which horizontally penetrates through the vertical bar (12) and the felt cloth.
4. The ring beam formwork system convenient to mount and dismount as claimed in claim 1, wherein: the ring beam formwork (3) is characterized in that rotatable inclined struts (4) are arranged at the bottom of the outer side face of the ring beam formwork (3), the rotatable inclined struts (4) are arranged at intervals along the length direction, the upper ends of the rotatable inclined struts are rotatably connected with the bottom of the outer side face of the ring beam formwork (3), and rotating shafts which are rotatably connected are arranged in parallel to the length direction of the ring beam formwork (3).
5. The ring beam formwork system convenient to mount and dismount as claimed in claim 1, wherein: the thickness of the fixing plate (1) is not less than 5 mm.
6. The ring beam formwork system convenient to mount and dismount as claimed in claim 1, wherein: the fixing plate (1) is a three-ply board, and waterproof paint is coated on the surface of the edge of the three-ply board.
7. The ring beam formwork system convenient to mount and dismount as claimed in claim 1, wherein: the surface of the vertical bar (12) close to the ring beam template (3) and the lower surface of the transverse bar (11) are coated with Teflon coatings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022881752.7U CN214117507U (en) | 2020-12-04 | 2020-12-04 | Convenient ring beam template system is dismantled in installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022881752.7U CN214117507U (en) | 2020-12-04 | 2020-12-04 | Convenient ring beam template system is dismantled in installation |
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| Publication Number | Publication Date |
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| CN214117507U true CN214117507U (en) | 2021-09-03 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202022881752.7U Active CN214117507U (en) | 2020-12-04 | 2020-12-04 | Convenient ring beam template system is dismantled in installation |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288432A (en) * | 2022-04-02 | 2022-11-04 | 山西三建集团有限公司 | Supporting and fixing method for concrete ring beam pouring template on secondary structure masonry wall |
-
2020
- 2020-12-04 CN CN202022881752.7U patent/CN214117507U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288432A (en) * | 2022-04-02 | 2022-11-04 | 山西三建集团有限公司 | Supporting and fixing method for concrete ring beam pouring template on secondary structure masonry wall |
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