CN219753248U - Original groove pouring side mold reinforcing structure - Google Patents
Original groove pouring side mold reinforcing structure Download PDFInfo
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- CN219753248U CN219753248U CN202320393457.8U CN202320393457U CN219753248U CN 219753248 U CN219753248 U CN 219753248U CN 202320393457 U CN202320393457 U CN 202320393457U CN 219753248 U CN219753248 U CN 219753248U
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 49
- 230000002787 reinforcement Effects 0.000 claims description 14
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 6
- 238000005728 strengthening Methods 0.000 claims description 5
- 230000000149 penetrating effect Effects 0.000 claims 1
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000000712 assembly Effects 0.000 abstract 2
- 238000000429 assembly Methods 0.000 abstract 2
- 210000002421 cell wall Anatomy 0.000 description 5
- 238000005266 casting Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 206010063659 Aversion Diseases 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Abstract
The utility model provides an original groove pouring side mold reinforcing structure, which relates to the technical field of building construction and comprises two support templates and support assemblies, wherein the support templates are respectively arranged close to side walls of two sides of a groove, the support assemblies are arranged between the two support templates, each support assembly comprises a plurality of horizontal support rods which are horizontally arranged and a plurality of vertical support rods which are vertically arranged, two ends of each horizontal support rod are respectively fixed on the two support templates, the bottom ends of each vertical support rod are fixed at the bottom of the groove, the horizontal support rods and the vertical support rods are fixed in a staggered manner, and one side, facing the groove wall, of each support template is provided with a reinforcing assembly for reinforcing the strength of concrete; when concrete is poured, lateral pressures between two support templates can be offset by the support assembly, and the support templates cannot deviate.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to an original groove casting side mold reinforcing structure.
Background
After the original groove is dug in the construction process, concrete pouring needs to be carried out on two sides of the groove bottom of the original groove, when two sides are poured, the two sides of the original groove need to be supported by the formwork, a pouring formwork is needed to be used, the pouring formwork is a temporary supporting structure, normally, the groove supporting structure is a wood sheet pile which is continuously arranged at two side wall positions inside the groove, but due to poor stability of the wood sheet pile, when pouring, the concrete can generate larger impact force on the wood sheet pile, so that the wood sheet pile is inclined and displaced, and finally the inclined uneven condition of the groove walls on two sides of the groove is caused, so that the construction standard is not met.
Disclosure of Invention
Therefore, the utility model aims to provide the original groove casting side mold reinforcing structure, when concrete is cast, the side plates are prevented from shifting, the perpendicularity of the whole shear wall can be ensured, and the casting molding quality can be well ensured.
The utility model provides an original groove pouring side mold reinforcing structure, which adopts the following technical scheme:
the utility model provides a former groove is pour side form and is consolidated structure, includes two support templates that set up respectively in being close to slot both sides lateral wall and set up the supporting component between two support templates, the supporting component includes a plurality of levels horizontal bracing pieces that set up and a plurality of vertical bracing pieces that set up, the both ends of horizontal bracing piece are fixed respectively on two support templates, the bottom mounting of vertical bracing piece is at the tank bottom of slot, horizontal bracing piece is crisscross fixed with vertical bracing piece, one side that supports the template towards the slot cell wall is equipped with the reinforcing component who is used for strengthening fixed support template.
Further, the reinforcing component comprises anchor rods which are obliquely embedded in the groove walls at two sides of the groove, reinforcing steel meshes arranged on the groove walls and connecting ribs used for connecting the reinforcing steel meshes with the supporting templates, a plurality of connecting ribs are arranged from bottom to top, and the reinforcing steel meshes are connected with the anchor rods.
Further, two the opposite one side of supporting the template all is equipped with the reinforcement subassembly that is used for strengthening self intensity, the reinforcement subassembly sets up the gusset plate on supporting the template including vertical range, the connecting rib is fixed the gusset plate on supporting the template.
Further, the reinforcing component further comprises a reinforcing rod which is arranged on the reinforcing plate from bottom to top and transversely.
Further, every two reinforcing rods are arranged in a group and are close to each other, the connecting ribs penetrate between the two reinforcing rods in the group, and one end of each connecting rib, which penetrates through each reinforcing rod, is connected with a butterfly buckle for fixing the reinforcing rod in a threaded manner.
Further, both ends of the horizontal supporting rod are provided with jacking brackets which are used for being buckled on the reinforcing rods.
Further, the jacking screw threads are inserted into two ends of the horizontal supporting rod.
Furthermore, positioning tables for positioning the support templates are preset on two sides, close to the groove walls, of the groove bottoms of the grooves.
Further, the first positioning ribs for positioning the support templates are embedded in one side of the groove located on the positioning table, and the first positioning ribs are abutted to one side, facing the horizontal support rods, of the support templates.
Further, the groove is positioned at the bottom of the groove and is also provided with a second positioning rib for positioning the vertical support rods close to the two support templates.
In summary, the present utility model comprises at least one of the following beneficial effects: when concrete is poured, lateral pressure between two support templates can be offset by the support assembly, and the first positioning ribs and the second positioning ribs are arranged, so that the templates and the vertical support rods are prevented from shifting, the perpendicularity of the whole support templates can be guaranteed through jacking adjustment, and the pouring molding quality can be well guaranteed.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
fig. 2 is an enlarged view of a portion a in fig. 1.
Reference numerals illustrate:
1. supporting the template; 2. a support assembly; 21. a horizontal support bar; 22. a vertical support rod; 23. jacking; 3. a reinforcement assembly; 31. a bolt; 32. a reinforcing mesh; 33. a connecting rib; 34. butterfly button; 4. a reinforcement assembly; 41. a reinforcing plate; 42. a reinforcing rod; 5. a positioning table; 6. a first positioning rib; 7. and the second positioning ribs.
Detailed Description
Other advantages and effects of the present utility model will become apparent to those skilled in the art from the following disclosure, which describes the embodiments of the present utility model with reference to specific examples. The utility model may be practiced or carried out in other embodiments that depart from the specific details, and the details of the present description may be modified or varied from the spirit and scope of the present utility model.
The utility model is described in further detail below with reference to fig. 1-2.
The embodiment of the utility model discloses an original groove casting side mold reinforcing structure. Referring to fig. 1 and 2, the side form reinforcing structure is pour to former groove includes two support templates 1 that set up respectively in being close to slot both sides lateral wall and set up in the supporting component 2 between two support templates 1, supporting component 2 includes horizontal bracing piece 21 and a plurality of vertical bracing piece 22 of vertical setting that a plurality of levels set up, the both ends of horizontal bracing piece 21 are fixed respectively on two support templates 1, the bottom pre-buried at the tank bottom of slot of vertical bracing piece 22, horizontal bracing piece 21 and vertical bracing piece 22 are crisscross fixed, horizontal bracing piece 21 can play the effect of support to two support templates 1 simultaneously, adopt symmetrical layering to pour when pouring concrete, because whole support body can play the effect of putting up with corresponding two lateral walls, through symmetrical pouring, can make the two sides of symmetry offset each other through horizontal bracing piece 21 to the lateral pressure that support template 1 formed when pouring concrete, be unlikely to the off normal, and vertical steel pipe 22 can increase the bulk strength of horizontal bracing piece 21, avoid the great circumstances that leads to horizontal bracing piece 21 bending deformation of impact force that support template 1 receives, horizontal bracing piece 21 appears in this embodiment, horizontal bracing piece 21 and vertical bracing piece 22 are all.
The support template 1 is equipped with the reinforcing component 3 that is used for strengthening fixed support template 1 towards one side of slot cell wall, reinforcing component 3 includes the stock 31 of slant pre-buried in slot both sides cell wall, set up the reinforcing bar net 32 on the slot cell wall, and be used for connecting reinforcing bar net 32 and support template 1's connecting rib 33, connecting rib 33 is equipped with many from bottom to top, reinforcing bar net 32 stock 31 is connected, the concrete forms the shear force wall after pouring the shaping, reinforcing bar net 32 buries in the concrete, the shear force wall is more firm on the cell wall when stock 31 can, reinforcing bar net 32 and connecting rib distribute in the shear force wall simultaneously, can increase the bulk strength of shear force wall, simultaneously connecting rib 33 also can play fixed effect to support template 1.
The opposite one side of two supporting templates 1 all is equipped with the reinforcement subassembly 4 that is used for strengthening self intensity, reinforcement subassembly 4 includes the gusset plate 41 of vertical range setting on supporting template 1 and from bottom to top and transversely sets up the gusset plate 42 on 41, the connecting rib 33 passes between two adjacent gusset plates 41, the gusset plate 42 is two-by-two for a set of and mutually close to setting, the connecting rib 33 passes between two gusset plates 42 of a set of, the one end threaded connection of gusset plate 42 is passed to the connecting rib 33 has the butterfly 34 that is used for fixing gusset plate 42, gusset plate 41 supports tightly on supporting template 1 with the gusset plate 42, can increase the bulk strength of supporting template 1, can reduce the possibility that supporting template 1 receives the impact of concrete and appears the skew when pouring concrete.
Meanwhile, in order to conveniently adjust the angle of the support template 1, the two ends of the horizontal support rods 21 are respectively provided with a jacking 23 which is buckled on the reinforcing rods 42, the jacking 23 is inserted into the two ends of the horizontal support rods 21 through threads, and the angle of the support template 1 can be changed by adjusting the position of the jacking 23 on each horizontal support rod 21.
In order to facilitate positioning the support template 1 when installing the support template 1, when pouring the concrete at the tank bottom, according to the thickness of the shear wall that needs, prefabricate the locating bench 5 that is used for locating the support template 1 in the tank bottom of slot near the both sides of tank wall, support template 1 is contradicted on the lateral wall of locating bench 5 towards one side of tank wall, when convenient direct mount support template 1, need not to measure, can directly fix a position the position of support template 1, construction is more convenient.
Meanwhile, the groove is located at one side of the locating table 5, a first locating rib 6 for locating the supporting template 1 is embedded, the first locating rib 6 is abutted against one side of the supporting template 1 facing the horizontal supporting rod 21, the first locating rib 6 can limit the bottom of the supporting template 1 to shift, and the stability of the whole frame body can be guaranteed more.
The groove is located the tank bottom and still is equipped with the second location muscle 7 that is used for the location to be close to the vertical bracing piece 22 of two support templates 1, and the second location muscle 7 can restrict vertical bracing piece 22 aversion, can further guarantee the stability of whole support body.
Finally, it is noted that the above embodiments are only for illustrating the technical solution of the present utility model and not for limiting the same, and although the present utility model has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications and equivalents may be made thereto without departing from the spirit and scope of the technical solution of the present utility model, which is intended to be covered by the scope of the claims of the present utility model.
Claims (10)
1. The utility model provides a former groove pouring side form reinforced structure which characterized in that: including two support templates (1) that set up respectively in being close to slot both sides lateral wall and set up supporting component (2) between two support templates (1), supporting component (2) are including horizontal bracing piece (21) and a plurality of vertical bracing piece (22) of vertical setting that a plurality of levels set up, the both ends of horizontal bracing piece (21) are fixed respectively on two support templates (1), the bottom mounting of vertical bracing piece (22) is at the tank bottom of slot, horizontal bracing piece (21) are crisscross fixed with vertical bracing piece (22), one side of supporting template (1) orientation slot wall is equipped with reinforcing component (3) that are used for strengthening fixed support template (1)).
2. The original placement side form reinforcement structure according to claim 1, wherein: the reinforcing component (3) comprises anchor rods (31) which are obliquely embedded in the groove walls at two sides of the groove, reinforcing steel bars (32) arranged on the groove walls and connecting ribs (33) used for connecting the reinforcing steel bars (32) with the supporting template (1), wherein a plurality of connecting ribs (33) are arranged from bottom to top, and the reinforcing steel bars (32) are connected with the anchor rods (31).
3. The original placement side form reinforcement structure according to claim 2, wherein: two opposite sides of the support template (1) are provided with reinforcing components (4) for reinforcing the strength of the support template, the reinforcing components (4) comprise reinforcing plates (41) which are vertically arranged on the support template (1), and the reinforcing plates (41) are fixed on the support template (1) by connecting ribs (33).
4. The original placement side mold reinforcing structure according to claim 3, wherein: the reinforcing component (4) further comprises a reinforcing rod (42) which is arranged on the reinforcing plate (41) from bottom to top and transversely, and the connecting ribs (33) penetrate through the reinforcing rod (42) to fix the reinforcing rod (42) on the supporting template (1).
5. The original placement side form reinforcement structure according to claim 4, wherein: the reinforcing rods (42) are arranged in a group in a mutually approaching mode, the connecting ribs (33) penetrate through the space between the two reinforcing rods (42) in the group, and one end of each connecting rib (33) penetrating through each reinforcing rod (42) is connected with a butterfly buckle (34) in a threaded mode, and the butterfly buckles are used for fixing the reinforcing rods (42).
6. The original placement side mold reinforcement structure according to claim 5, wherein: both ends of the horizontal supporting rod (21) are provided with jacking brackets (23) which are used for being buckled on the reinforcing rods (42).
7. The original placement side mold reinforcement structure according to claim 6, wherein: the jacking brackets (23) are inserted into two ends of the horizontal supporting rods (21) in a threaded mode.
8. The original placement side form reinforcement structure according to claim 1, wherein: positioning tables (5) for positioning and supporting the templates (1) are preset at two sides of the bottom of the groove, which are close to the wall of the groove.
9. The original placement side mold reinforcement structure according to claim 8, wherein: the groove is located one side of the locating table (5) and is pre-buried with a first locating rib (6) used for locating the support template (1), and the first locating rib (6) is abutted to one side of the support template (1) facing the horizontal support rod (21).
10. The original placement side mold reinforcement structure according to claim 9, wherein: the groove is positioned at the bottom of the groove and is also provided with a second positioning rib (7) for positioning a vertical supporting rod (22) close to the two supporting templates (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320393457.8U CN219753248U (en) | 2023-03-02 | 2023-03-02 | Original groove pouring side mold reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320393457.8U CN219753248U (en) | 2023-03-02 | 2023-03-02 | Original groove pouring side mold reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219753248U true CN219753248U (en) | 2023-09-26 |
Family
ID=88072158
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320393457.8U Active CN219753248U (en) | 2023-03-02 | 2023-03-02 | Original groove pouring side mold reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219753248U (en) |
-
2023
- 2023-03-02 CN CN202320393457.8U patent/CN219753248U/en active Active
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