CN219118164U - Retaining wall supporting system - Google Patents
Retaining wall supporting system Download PDFInfo
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- CN219118164U CN219118164U CN202223605155.7U CN202223605155U CN219118164U CN 219118164 U CN219118164 U CN 219118164U CN 202223605155 U CN202223605155 U CN 202223605155U CN 219118164 U CN219118164 U CN 219118164U
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- retaining wall
- reinforcing
- square
- support system
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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Abstract
The utility model discloses a retaining wall supporting system, which comprises retaining wall templates, a reinforcing structure, a reinforcing pipe group, a split bolt group and a supporting rod, wherein the two retaining wall templates are oppositely arranged and enclose a pouring cavity for pouring concrete; the reinforcing structure comprises a plurality of square lumber which extend along the horizontal direction; the plurality of reinforcing pipe groups extend in the vertical direction, and each reinforcing pipe group comprises two reinforcing pipes which are arranged at intervals; each split bolt group comprises a plurality of split bolts which are arranged at intervals along the vertical direction; two ends of each pair of pull bolts respectively penetrate through the two retaining wall templates, are inserted into corresponding gaps and are abutted with the two reinforcing pipes; one end of the supporting rod is abutted with the square timber, and the other end is abutted with the supporting surface. According to the utility model, through the sequential tight fit of the square timber, the reinforcing pipe and the split bolts and the support of the support rod, the support strength of the retaining wall template is improved, and the leakage or the explosion of the retaining wall template in the concrete pouring process is prevented.
Description
Technical Field
The utility model relates to the technical field of concrete construction, in particular to a retaining wall supporting system.
Background
The form board is a temporary supporting structure, which is manufactured according to the design requirement, so that the concrete structure and the components are formed according to the specified position and geometric dimension, the correct position is kept, and the self weight of the form board and the external load acted on the form board are borne. The template engineering is carried out to ensure the concrete engineering quality and construction safety, accelerate the construction progress and reduce the engineering cost.
Before carrying out concrete pouring after the template is strutted, need support the template, guarantee the intensity of template, prevent that the template from being compressed and damaged in concrete placement process, prior art's template strutting arrangement is owing to set up additional strengthening on the template alone, and its strutted intensity is not enough, has the problem of leaking liquid, frying the mould in concrete placement process easily.
Disclosure of Invention
The utility model mainly aims to provide a retaining wall supporting system, which aims to solve the problems of insufficient supporting strength and easiness in liquid leakage and mold explosion of the existing template supporting device.
To achieve the above object, the present utility model provides a retaining wall supporting system comprising:
the two retaining wall templates are oppositely arranged and enclose a pouring cavity for pouring concrete;
the reinforced structure comprises a plurality of square timbers which extend along the horizontal direction, and the square timbers are arranged at one side of the two retaining wall templates, which is away from the pouring cavity, along the vertical direction at intervals;
the reinforcing pipe groups extend in the vertical direction and are arranged at one side of the reinforcing structure, which is away from the retaining wall template, along the horizontal direction at intervals, each reinforcing pipe group comprises two reinforcing pipes which are arranged at intervals, and a gap is formed between the two reinforcing pipes;
the plurality of split bolt groups are arranged at intervals along the horizontal direction, each split bolt group comprises a plurality of split bolts which are arranged at intervals along the vertical direction, and the number of the split bolt groups is consistent with the number of the reinforcing pipe groups on each retaining wall template and is in one-to-one correspondence; two ends of each split bolt respectively penetrate through the two retaining wall templates, are inserted into the corresponding gaps and are abutted with the two reinforcing pipes;
and one end of the supporting rod is abutted with the square timber, and the other end of the supporting rod is abutted with the supporting surface, wherein the supporting surface comprises a ground surface and a wall surface.
Preferably, the supporting rod comprises a horizontal rod, one end of the horizontal rod is abutted with the square timber, and the other end of the horizontal rod is abutted with the wall surface; the supporting rod further comprises an inclined rod which is arranged in an inclined mode, the upper end of the inclined rod is abutted to the square timber, and the lower end of the inclined rod is abutted to the ground.
Preferably, the number of the inclined rods is a plurality, and the inclined rods are arranged at intervals along the vertical direction.
Preferably, the retaining wall form is divided into an upper segment and a lower segment which are vertically arranged, and the upper segment is spliced and aligned with the lower segment.
Preferably, the reinforced pipe is a steel pipe with an outer diameter of 48mm and a wall thickness of 3.5 mm.
Preferably, the lateral spacing between any two adjacent reinforcing tube sets is 600mm.
Preferably, the cross section of the square timber is square.
Preferably, the cross section of the square timber is square with side length of 100 mm.
Preferably, the vertical distance between any two adjacent square lumber is 300mm.
Preferably, the transverse distance between any two adjacent split bolts is 600mm; the vertical distance between any two adjacent split bolts is 600mm.
According to the technical scheme, square timber is arranged on the outer sides of the two retaining wall templates, reinforcing pipe groups are arranged on the outer sides of the square timber, the reinforcing pipe groups are perpendicular to the square timber, the contact area between the reinforcing pipe groups and the square timber and the retaining wall templates is increased, the reinforcing pipes are clamped through split bolts, so that the square timber is clamped, the two retaining wall templates are clamped, the supporting strength of the retaining wall templates is increased, the supporting rods are abutted with the square timber, the supporting strength of the retaining wall templates is further improved, and leakage and die explosion of the retaining wall templates in the concrete pouring process are prevented.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, and it is obvious that the drawings in the following description are only some embodiments of the present utility model, and other drawings may be obtained according to the structures shown in these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural view of a retaining wall supporting system according to an embodiment of the present utility model.
Reference numerals illustrate:
| reference numerals | Name of the name | Reference numerals | Name of the |
| 1 | Retaining |
30 | |
| 10 | Retaining |
31 | Reinforced |
| 11 | Pouring |
40 | |
| 12 | Through |
50 | |
| 20 | |
51 | |
| 21 | |
52 | Tilting lever |
The achievement of the objects, functional features and advantages of the present utility model will be further described with reference to the accompanying drawings, in conjunction with the embodiments.
Detailed Description
The technical solutions of the present embodiment will be clearly and completely described below with reference to the drawings in the present embodiment, and it is apparent that the described embodiments are only some embodiments of the present utility model, not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
It should be noted that all the directional indications (such as up, down, left, right, front, and rear … …) in this embodiment are merely for explaining the relative positional relationship, movement conditions, and the like between the components in a certain specific posture (as shown in the drawings), and if the specific posture is changed, the directional indication is changed accordingly.
Furthermore, descriptions such as those referred to as "first," "second," and the like, are provided for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implying an order of magnitude of the indicated technical features in the present disclosure. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In the description of the present utility model, the meaning of "plurality" means at least two, for example, two, three, etc., unless specifically defined otherwise.
In the present utility model, unless specifically stated and limited otherwise, the terms "connected," "affixed," and the like are to be construed broadly, and for example, "affixed" may be a fixed connection, a removable connection, or an integral body; can be mechanically or electrically connected; either directly or indirectly, through intermediaries, or both, may be in communication with each other or in interaction with each other, unless expressly defined otherwise. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
In addition, the technical solutions of the embodiments of the present utility model may be combined with each other, but it is necessary to be based on the fact that those skilled in the art can implement the technical solutions, and when the technical solutions are contradictory or cannot be implemented, the combination of the technical solutions should be considered as not existing, and not falling within the scope of protection claimed by the present utility model. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.
The description of the orientations of "up", "down", "front", "rear", "left", "right", etc. in the present utility model is based on the orientation shown in fig. 1, and is merely for explaining the relative positional relationship between the components in the posture shown in fig. 1, and if the specific posture is changed, the directional indication is changed accordingly.
The utility model provides a retaining wall supporting system 1.
Referring to fig. 1, a retaining wall supporting system 11 of the present embodiment includes two retaining wall templates 10, a reinforcing structure 20, a plurality of reinforcing tube sets 30, a plurality of split bolt 40 sets and a supporting rod 50, wherein the two retaining wall templates 10 are oppositely arranged and enclose a casting cavity 11 for casting concrete; the reinforcing structure 20 comprises a plurality of square timbers 21 which extend along the horizontal direction, and the plurality of square timbers 21 are arranged at one side of the two retaining wall templates 10 away from the pouring cavity 11 at intervals along the vertical direction; the reinforcing pipe groups 30 extend in the vertical direction and are arranged at one side of the reinforcing structure 20 away from the retaining wall formwork 10 at intervals in the horizontal direction, each reinforcing pipe group 30 comprises two reinforcing pipes arranged at intervals, and a gap is formed between the two reinforcing pipes; the plurality of split bolt 40 sets are arranged at intervals along the horizontal direction, each split bolt 40 set comprises a plurality of split bolts 40 arranged at intervals along the vertical direction, and the number of the split bolt 40 sets is consistent with the number of the reinforcing pipe sets 30 on each retaining wall template 10 and is arranged in a one-to-one correspondence manner; two ends of each split bolt 40 respectively penetrate through the two retaining wall templates 10 and are inserted into the corresponding gaps and are abutted against the two reinforcing pipes; one end of the supporting rod 50 is abutted against the square timber 21, and the other end is abutted against a supporting surface, wherein the supporting surface comprises a ground surface and a wall surface.
In the technical scheme of the utility model, square timber 21 is arranged on the outer sides of two retaining wall templates 10, reinforcing pipe groups 30 are arranged on the outer sides of the square timber 21, the reinforcing pipe groups 30 and the square timber 21 are mutually perpendicular, the contact area between the reinforcing pipe groups 30 and the square timber 21 and the retaining wall templates 10 is increased, then the reinforcing pipes 31 are clamped through split bolts 40, so that the square timber 21 is clamped, further the two retaining wall templates 10 are clamped, the supporting strength of the retaining wall templates is increased, and then the supporting rod 50 is abutted with the square timber 21, so that the supporting strength of the retaining wall templates 10 is further improved, and leakage and explosion of concrete pouring are prevented.
In an embodiment, the supporting rod 50 includes a horizontal rod 51, one end of the horizontal rod 51 abuts against the square timber 21, the other end abuts against the wall surface, the supporting rod 50 further includes an inclined rod 52 disposed obliquely upward, the upper end of the inclined rod 52 abuts against the square timber 21, and the lower end of the inclined rod is grounded. The other end of the horizontal rod 51 is abutted against the wall surface to provide a horizontal supporting force for the square timber 21, the horizontal rod 51 is usually arranged on the square timber 21 close to the ground, the inclined rod 52 provides an inclined upward supporting force for the square timber 21, wherein a horizontal component force provides support for the retaining wall formwork 10, and the horizontal rod 51 and the inclined rod 52 are arranged to increase the supporting force for the square timber 21, so that the supporting strength of the retaining wall formwork 10 is increased.
Further, the number of the inclined bars 52 is plural and arranged at intervals in the vertical direction. The provision of the plurality of inclined bars 52 further increases the supporting force of the square lumber 21, thereby improving the supporting strength of the retaining wall form 10.
In one embodiment, the retaining wall form 10 is divided into vertically disposed upper and lower sections that are spliced and aligned. When facing the retaining wall with higher height, the templates are arranged in an upper and lower sectional mode, so that the retaining wall templates 10 can be formed by splicing common templates, a large-size template does not need to be specially customized, and the cost is reduced.
In one embodiment, the split bolt 40 is a split bolt. The split bolt with the standard specification is purchased, the cost is reduced, the efficiency is improved, the split bolt comprises a screw rod, two clamping pieces and two nuts, the clamping pieces are M-shaped, the clamping pieces are in sliding fit with the screw rod, the nuts are in threaded fit with the screw rod, the nuts are arranged on one side, close to the end of the screw rod, of the clamping pieces, the screw rod is inserted into a butt joint gap and penetrates through the two through holes 12, the clamping pieces and the nuts are arranged, two ends of the clamping pieces are respectively abutted against two reinforcing pipes 31 of one reinforcing pipe group 30, the distance between the two clamping pieces is reduced by rotating the nuts, so that the reinforcing pipe groups 30 on the outer sides of the two retaining wall templates 10 are clamped, square timber 21 and the retaining wall templates 10 are clamped, and the supporting strength of the retaining wall templates 10 is increased.
In one embodiment, the reinforcing pipe 31 is a steel pipe having an outer diameter of 48mm and a wall thickness of 3.5 mm. The steel pipes with standard specifications can be purchased directly without customization, so that the construction efficiency is improved and the cost is reduced.
In one embodiment, the lateral spacing of any two adjacent reinforcement tube sets 30 is 600mm. When the lateral spacing of the reinforcing tube group 30 is 600mm, the supporting strength of the formwork can be ensured, and the number of the reinforcing tubes 31 is reduced, so that the cost is reduced, the construction speed is increased, and the construction efficiency is improved.
In one embodiment, the cross section of the square timber 21 is square, and the cross section of the square timber 21 is square with side length of 100 mm. The square timber 21 adopts the square timber 21 with standard size, can be purchased directly, does not need customization, improves the construction efficiency and reduces the cost.
In one embodiment, the vertical distance between any two adjacent square lumber 21 is 300mm. When the transverse distance of the square timber 21 is 600mm, the supporting strength of the template can be ensured, and meanwhile, the use quantity of the square timber 21 is reduced, so that the cost is reduced, the construction speed is accelerated, and the construction efficiency is improved.
In one embodiment, the lateral spacing of any adjacent two of the split bolts 40 is 600mm; the vertical spacing between any two adjacent split bolts 40 is 600mm. Because the split bolt 40 corresponds to the reinforcing pipe group 30, the transverse distance between the split bolt 40 and the transverse distance between the reinforcing pipe group 30 are the same, when the vertical distance between the split bolts 40 is 600mm, the supporting strength of the formwork can be ensured, and meanwhile, the use quantity of the split bolts 40 is reduced, so that the cost is reduced, the construction speed is increased, and the construction efficiency is improved.
The foregoing description is only of the preferred embodiments of the present utility model, and is not intended to limit the scope of the utility model, but rather is intended to cover any equivalents of the structures or equivalent processes disclosed herein or in the alternative, which may be employed directly or indirectly in other related arts.
Claims (10)
1. A retaining wall support system comprising:
the two retaining wall templates are oppositely arranged and enclose a pouring cavity for pouring concrete;
the reinforced structure comprises a plurality of square timbers which extend along the horizontal direction, and the square timbers are arranged at one side of the two retaining wall templates, which is away from the pouring cavity, along the vertical direction at intervals;
the reinforcing pipe groups extend in the vertical direction and are arranged at one side of the reinforcing structure, which is away from the retaining wall template, along the horizontal direction at intervals, each reinforcing pipe group comprises two reinforcing pipes which are arranged at intervals, and a gap is formed between the two reinforcing pipes;
the plurality of split bolt groups are arranged at intervals along the horizontal direction, each split bolt group comprises a plurality of split bolts which are arranged at intervals along the vertical direction, and the number of the split bolt groups is consistent with the number of the reinforcing pipe groups on each retaining wall template and is in one-to-one correspondence; two ends of each split bolt respectively penetrate through the two retaining wall templates, are inserted into the corresponding gaps and are abutted with the two reinforcing pipes;
and one end of the supporting rod is abutted with the square timber, and the other end of the supporting rod is abutted with the supporting surface, wherein the supporting surface comprises a ground surface and a wall surface.
2. The retaining wall support system of claim 1, wherein the support bar comprises a horizontal bar having one end abutting the square lumber and the other end abutting the wall surface; the supporting rod further comprises an inclined rod which is arranged in an inclined mode, the upper end of the inclined rod is abutted to the square timber, and the lower end of the inclined rod is abutted to the ground.
3. The retaining wall support system of claim 2, wherein the number of the inclined bars is plural and is arranged at vertical intervals.
4. The retaining wall support system of claim 1, wherein the retaining wall form is divided into vertically disposed upper and lower sections, the upper and lower sections being spliced and aligned.
5. A retaining wall support system according to any one of claims 1 to 4, wherein the reinforcing pipe is a steel pipe having an outer diameter of 48mm and a wall thickness of 3.5 mm.
6. A retaining wall support system according to claim 5, wherein the lateral spacing of any two adjacent reinforcing tube sets is 600mm.
7. A retaining wall support system according to any one of claims 1 to 4, wherein the square timber has a square cross section.
8. The retaining wall support system of claim 7, wherein the square lumber has a cross-section of a square shape with sides of 100 mm.
9. The retaining wall support system of claim 8, wherein the vertical spacing of any adjacent two of the square lumber is 300mm.
10. A retaining wall support system according to any one of claims 1 to 4, wherein the lateral spacing of any adjacent two of the split bolts is 600mm; the vertical distance between any two adjacent split bolts is 600mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223605155.7U CN219118164U (en) | 2022-12-30 | 2022-12-30 | Retaining wall supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223605155.7U CN219118164U (en) | 2022-12-30 | 2022-12-30 | Retaining wall supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219118164U true CN219118164U (en) | 2023-06-02 |
Family
ID=86525537
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223605155.7U Active CN219118164U (en) | 2022-12-30 | 2022-12-30 | Retaining wall supporting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219118164U (en) |
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2022
- 2022-12-30 CN CN202223605155.7U patent/CN219118164U/en active Active
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