CN219080754U - High support of big thickness raft reinforcing bar - Google Patents
High support of big thickness raft reinforcing bar Download PDFInfo
- Publication number
- CN219080754U CN219080754U CN202223328471.4U CN202223328471U CN219080754U CN 219080754 U CN219080754 U CN 219080754U CN 202223328471 U CN202223328471 U CN 202223328471U CN 219080754 U CN219080754 U CN 219080754U
- Authority
- CN
- China
- Prior art keywords
- axis
- support
- fixedly arranged
- steel bar
- strut
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- 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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The embodiment of the utility model discloses a high support of a large-thickness raft steel bar, which comprises a steel bar component, a plurality of support components and supporting components, wherein each support component comprises: the X-axis support rod is provided with a plurality of X-axis support rod groups along the X-axis direction in an array manner; the Y-axis support rods are arranged in an array manner along the Y-axis direction, and all the Y-axis support rods are fixedly connected with all the X-axis support rods; the support member includes: the Z-axis support rods are arranged in an array along the Z-axis direction, each Z-axis support rod is fixedly connected with an X-axis support rod and a Y-axis support rod in each support member respectively, and the lower ends of the Z-axis support rods are fixedly arranged on the upper sides of the reinforcing steel bar members; the inclined strut is provided with a plurality of inclined strut rods, and the inclined strut rods are inclined and extend upwards, one end of each inclined strut rod is fixedly arranged on the ground, and the other end of each inclined strut rod is fixedly arranged on the X-axis strut rod or the Y-axis strut rod which is positioned at the lowest. According to the embodiment of the utility model, the connection stability between the high support of the steel bar and the ground is effectively improved through the plurality of diagonal bracing struts.
Description
Technical Field
The utility model relates to the field of building construction devices, in particular to a high-support for a large-thickness raft steel bar.
Background
At present, a raft plate refers to a concrete plate in foundation engineering, a foundation is arranged below the concrete plate, and columns, walls and the like are arranged on the concrete plate.
In the construction process of rafts, rafts with different thicknesses are required to be built for different geological conditions, wherein the raft with the thickness of 6m high for example needs to be built, but the common high support for the steel bars is usually formed by connecting a plurality of cross bars and vertical bars in a staggered manner, and the adjacent cross bars and vertical bars are connected through reinforcing ribs.
For the above-mentioned reinforcing bar high bracket, the inventors consider that the connection strength with the ground is low, i.e., the connection stability between the reinforcing bar high bracket and the foundation is poor.
Disclosure of Invention
The utility model aims to provide a high-thickness raft reinforcement bracket, which aims to solve the problem that the stability of the connection between the existing high-thickness raft reinforcement bracket and a foundation is poor.
In order to solve the technical problems, the aim of the utility model is realized by the following technical scheme: there is provided a high raft reinforcement stand of high thickness comprising a reinforcement member laid on the ground, a plurality of stand members located at different heights, a support member for supporting each of the stand members, each of the stand members comprising:
the X-axis support rod group is provided with a plurality of X-axis support rods along the X-axis direction in an array manner;
the Y-axis support rods are arranged in an array along the Y-axis direction, and all the Y-axis support rods are fixedly connected with all the X-axis support rods;
the support member includes:
the Z-axis supporting rods are arranged in an array along the Z-axis direction, each Z-axis supporting rod is fixedly connected with the X-axis supporting rod and the Y-axis supporting rod in each support member respectively, and the lower ends of the Z-axis supporting rods are fixedly arranged on the upper sides of the reinforcing steel bar members;
the inclined strut support rods are provided with a plurality of inclined strut support rods, are inclined and extend upwards, and one end of each inclined strut support rod is fixedly arranged on the ground, and the other end of each inclined strut support rod is fixedly arranged on the X-axis support rod or the Y-axis support rod which are located at the lowest position.
Through above-mentioned technical scheme, skip reinforcement member, X axle branch, Y axle branch, Z axle branch and bracing branch and constitute complete ground reinforcing bar high support, because bracing branch one end is fixedly set up subaerial, and the other end is fixedly set up on X axle branch or Y axle branch to link together X axle branch, Y axle branch and Z axle branch with ground, thereby improve the connection stability of reinforcing bar high support and ground.
Further, the reinforcement member includes:
the first reinforcement layer comprises a plurality of first reinforcements arranged in an array;
the second steel bar layer comprises a plurality of second steel bars arranged in an array, and each second steel bar is fixedly arranged on the upper sides of all the first steel bars;
the extending direction of the second reinforcing steel bars is perpendicular to the extending direction of the first reinforcing steel bar layer.
Through the technical scheme, the first steel bars and the second steel bars are arranged in a staggered mode, the overall structural strength of the steel bar member is improved, and a good supporting effect is achieved on the bracket member and the supporting member.
Further, the X-axis supporting rod, the Y-axis supporting rod and the Z-axis supporting rod are identical in structure, the Z-axis supporting rod comprises a first connecting strip and a second connecting strip which are perpendicular to each other, and one side of the first connecting strip is fixedly arranged on one side of the second connecting strip.
Through above-mentioned technical scheme, first connecting strip and second connecting strip set up to mutually perpendicular, are favorable to the connection stability between X axle branch, Y axle branch and the Z axle branch.
Further, the Z-axis strut is connected to the second reinforcement layer through a support plate, the extending direction of the support plate is perpendicular to the extending direction of the second reinforcement, and the support plate includes perpendicular:
the lower side of the transverse part is fixedly arranged on at least part of the second steel bars, and the upper side of the transverse part is fixedly arranged on the lower side of the Z-axis supporting rod;
the vertical portion is fixedly arranged on one side of the transverse portion, and the inner side of the vertical portion is fixedly connected with the first connecting strip.
Through the technical scheme, the contact area between the Z-axis supporting rod and the steel bar member can be increased through the supporting plate, and meanwhile, the Z-axis supporting rod is favorably arranged on the steel bar member.
Further, third reinforcing bars are respectively fixedly arranged at the lower sides of two ends of the transverse portion, the extending direction of the third reinforcing bars is the same as that of the first reinforcing bars, and each third reinforcing bar is respectively fixedly arranged on the first reinforcing bars at the corresponding positions.
Through the technical scheme, the connection stability between the support plate and the steel bar member is improved through the third steel bar.
Further, the inclined angle of the inclined strut is 40-50 degrees.
Through the technical scheme, the inclined support rod is inclined at an angle of 40-50 degrees, so that the inclined support rod is convenient to install.
Further, a plurality of positioning pieces are fixedly arranged on each Z-axis supporting rod, and the number of the positioning pieces is the same as that of the supporting members and used for positioning the supporting members.
Through the technical scheme, the supporting member is positioned at the height through the positioning piece, so that the mounting position of the supporting member is guaranteed, and the mounting error is reduced.
Further, the positioning piece comprises a vertical part:
the first positioning plate is fixedly arranged on the first connecting strip and is provided with a first positioning groove for embedding the lower side of the first connecting strip of the X-axis supporting rod;
the second locating plate is fixedly arranged on one side of the first locating plate, and a second locating groove for embedding the lower side of the second connecting strip of the Y-axis supporting rod is formed in the second locating plate.
Through the technical scheme, when the supporting member is installed, the X-axis supporting rod is embedded into the first positioning groove, then the Y-axis supporting rod is embedded into the second positioning groove, and in this way, the relative positions of the X-axis supporting rod, the Y-axis supporting rod and the Z-axis supporting rod are positioned, so that the installation efficiency is improved.
The embodiment of the utility model provides a high raft reinforcement support with large thickness, which comprises reinforcement members paved on the ground, a plurality of support members positioned at different heights, and a supporting member for supporting each support member, wherein each support member comprises: the X-axis support rod group is provided with a plurality of X-axis support rods along the X-axis direction in an array manner; the Y-axis support rods are arranged in an array along the Y-axis direction, and all the Y-axis support rods are fixedly connected with all the X-axis support rods; the support member includes: the Z-axis supporting rods are arranged in an array along the Z-axis direction, each Z-axis supporting rod is fixedly connected with the X-axis supporting rod and the Y-axis supporting rod in each support member respectively, and the lower ends of the Z-axis supporting rods are fixedly arranged on the upper sides of the reinforcing steel bar members; the inclined strut support rods are provided with a plurality of inclined strut support rods, are inclined and extend upwards, and one end of each inclined strut support rod is fixedly arranged on the ground, and the other end of each inclined strut support rod is fixedly arranged on the X-axis support rod or the Y-axis support rod which are located at the lowest position. According to the embodiment of the utility model, the connection stability between the high support of the steel bar and the ground is effectively improved through the plurality of diagonal bracing struts.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings required for the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural diagram of a high support for a large-thickness raft reinforcement according to an embodiment of the present utility model;
fig. 2 is a schematic diagram of a partial structure of a high-brace of a raft reinforcement with a large thickness according to an embodiment of the present utility model;
FIG. 3 is an enlarged view of portion A of FIG. 1;
fig. 4 is a schematic structural diagram of a high support for a large-thickness raft reinforcement according to a second embodiment of the present utility model;
fig. 5 is a schematic structural diagram of a positioning member in a high support of a raft reinforcement with a large thickness according to a second embodiment of the present utility model.
The figure identifies the description:
1. a reinforcing bar member; 11. a first reinforcing bar; 12. a second reinforcing bar; 2. a bracket member; 21. an X-axis strut; 22. a Y-axis strut; 3. a support member; 31. a Z-axis strut; 32. diagonal bracing support rods; 4. a first connecting bar; 41. a second connecting bar; 5. a support plate; 51. a transverse portion; 52. a vertical portion; 6. a third reinforcing bar; 7. a positioning piece; 71. a first positioning plate; 711. a first positioning groove; 72. a second positioning plate; 721. a second positioning groove; 8. and (5) a mortar cushion block.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are some, but not all embodiments of the utility model. 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 understood that the terms "comprises" and "comprising," when used in this specification and the appended claims, specify the presence of stated features, integers, steps, operations, elements, and/or components, but do not preclude the presence or addition of one or more other features, integers, steps, operations, elements, components, and/or groups thereof.
It is also to be understood that the terminology used in the description of the utility model herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the utility model. As used in this specification and the appended claims, the singular forms "a," "an," and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise.
It should be further understood that the term "and/or" as used in the present specification and the appended claims refers to any and all possible combinations of one or more of the associated listed items, and includes such combinations.
The embodiment of the utility model provides a high raft reinforcement bracket with a large thickness.
Embodiment one:
referring to fig. 1, 2 and 3, a high raft reinforcement stand with a large thickness includes reinforcement members 1 laid on the ground, a plurality of stand members 2 located at different heights, and a support member 3 for supporting each stand member 2, each stand member 2 including:
the X-axis support rods 21, wherein a plurality of X-axis support rod 21 groups are arranged in an array along the X-axis direction;
the Y-axis support rods 22 are arranged in an array along the Y-axis direction, and all Y-axis support rods 22 are fixedly connected with all X-axis support rods 21;
the support member 3 includes:
the Z-axis support rods 31 are arranged in an array along the Z-axis direction, each Z-axis support rod 31 is fixedly connected with the X-axis support rod 21 and the Y-axis support rod 22 in each bracket component 2, and the lower end of each Z-axis support rod 31 is fixedly arranged on the upper side of the reinforcing steel bar component 1;
the diagonal bracing support rods 32 are provided, the diagonal bracing support rods 32 are inclined and extend upwards, one end of each diagonal bracing support rod 32 is fixedly arranged on the ground, and the other end of each diagonal bracing support rod 32 is fixedly arranged on the X-axis support rod 21 or the Y-axis support rod 22 which are positioned at the lowest.
In this embodiment, the reinforcing member 1 is in contact with the ground through the mortar pad 8 having a certain thickness, in other words, the reinforcing member 1 is spaced apart from the ground by a certain distance, and in particular, the mortar pad 8 is provided in plurality at intervals for supporting the reinforcing member 1, the bracket member 2 and the supporting member 3.
In the embodiment, 2 bracket members 2 are arranged and are all positioned above the reinforcing steel bar members 1, wherein the 2 bracket members 2 are respectively positioned at different heights and are connected together through the supporting members 3; it should be noted that, according to the height requirement of the raft, the number of the supporting members 3 may be other, and the distance between the adjacent bracket members 2 may be adjusted correspondingly under the condition of ensuring the structural strength of the raft, which is not specifically limited in the application; specifically, the X-axis strut 21 and the Y-axis strut 22 extend transversely, and the extending directions of the X-axis strut 21 and the Y-axis strut 22 are perpendicular, wherein the X-axis strut 21 is fixedly connected with the Y-axis strut 22 in a welding manner, so that the structural strength of the two is improved.
In this embodiment, the Z-axis strut 31 is vertically extended, that is, the extending direction of the Z-axis strut 31 is perpendicular to the extending directions of the X-axis strut 21 and the Y-axis strut 22, and specifically, the Z-axis strut 31 is welded to one side of the X-axis strut 21 and one side of the Y-axis strut 22, so as to support the 2 support members 2.
In order to improve the structural stability of this application reinforcing bar high support, be provided with bracing branch 32 on the reinforcing bar high support of this application, wherein, bracing branch 32 includes but is not limited to the reinforcing bar, in the installation, the lower extreme of bracing branch 32 is through pre-buried mode embedding ground, thereby realize the fixed of bracing branch 32, simultaneously, the upper end of bracing branch 32 can be through welded mode and X axle branch 21, Y axle branch 22 fixed connection, that is to say, bracing branch 32 can play the supporting role to support component 2 and Z axle branch 31, can play the purpose of taut X axle branch 21, Y axle branch 22 simultaneously, and then promote the connection stability between this application reinforcing bar high support and the ground.
It should be noted that, the bracing branch 32 of this application can be provided with the multiunit at intervals, and every group bracing branch 32 is provided with a plurality ofly, and a set of bracing branch 32 can be around arranging, and a part bracing branch 32 can be welded with X axle branch 21, and another part bracing branch 32 can be welded with Y axle branch 22, uses through the cooperation of multiunit bracing branch 32, can reduce the waste of material when guaranteeing the connection stability between this application reinforcing bar high support and the ground.
Referring to fig. 2 and 3, in one embodiment, the diagonal strut 32 is inclined at an angle of 40-50 degrees.
In this embodiment, the inclined angle of the diagonal strut 32 is 45 degrees, so that both opposite sides of the X-axis strut 21 and the Y-axis strut 22 can be welded with the diagonal strut 32, thereby improving the connection stability between the diagonal strut 32 and the bracket member 2.
In one embodiment, the reinforcement member 1 includes:
the first steel bar 11 layer, the first steel bar 11 layer comprises a plurality of first steel bars 11 arranged in an array;
the second reinforcing steel bar 12 layer, the second reinforcing steel bar 12 layer comprises a plurality of second reinforcing steel bars 12 arranged in an array, and each second reinforcing steel bar 12 is fixedly arranged on the upper sides of all the first reinforcing steel bars 11;
wherein the extending direction of the second reinforcing steel bars 12 is perpendicular to the extending direction of the first reinforcing steel bar 11 layer.
In this embodiment, the second reinforcing steel bar 12 layer is located above the first reinforcing steel bar 11 layer, and the extending direction of the first reinforcing steel bar 11 is the same as the extending direction of the Y-axis strut 22, and the extending direction of the second reinforcing steel bar 12 is the same as the extending direction of the Z-axis strut 31, where the connection part of the first reinforcing steel bar 11 and the second reinforcing steel bar 12 is knotted and fixed by the reinforcing steel bar rope, so as to fix the first reinforcing steel bar 11 and the second reinforcing steel bar 12, which is simple and easy to operate.
In this embodiment, each mortar cushion block 8 is located at the lower side of the joint between the first steel bar 11 and the second steel bar 12, and the purpose of raising the steel bar member 1 is achieved through all the mortar cushion blocks 8.
In a specific embodiment, the X-axis strut 21, the Y-axis strut 22 and the Z-axis strut 31 have the same structure, and the Z-axis strut 31 includes a first connecting bar 4 and a second connecting bar 41 perpendicular to each other, where one side of the first connecting bar 4 is fixedly arranged on one side of the second connecting bar 41.
In this embodiment, for convenience in manufacturing the X-axis strut 21, the Y-axis strut 22 and the Z-axis strut 31, the structures of the X-axis strut 21, the Y-axis strut 22 and the Z-axis strut 31 are set to be identical, specifically, the first connecting bar 4 and the second connecting piece are connected to form an L-shape, and the first connecting bar 4 and the second connecting bar 41 are integrally formed, so as to improve the structural strength of the first connecting bar 4 and the second connecting bar 41.
Referring to fig. 2 and 3, in a specific embodiment, the Z-axis strut 31 is connected to the layer of second reinforcing steel bars 12 through a support plate 5, the extending direction of the support plate 5 is perpendicular to the extending direction of the second reinforcing steel bars 12, and the support plate 5 includes:
the transverse part 51 is fixedly arranged on the lower side of the transverse part 51 at least partially on the second reinforcing steel bar 12, and the upper side is fixedly arranged on the lower side of the Z-axis strut 31;
the vertical portion 52, the vertical portion 52 is fixed in horizontal portion 51 one side, and the inboard of vertical portion 52 is fixed connection with first connecting strip 4.
In this embodiment, the setting appears in an organic whole of horizontal portion 51 and vertical portion 52 to improve the structural strength of backup pad, specifically, the extending direction of horizontal portion 51 and vertical portion 52 is the same with the extending direction of X axle branch 21, the lower extreme of first connecting strip 4 and second connecting strip 41 is all through welded mode and the upside fixed connection of horizontal portion 51, wherein, one side of first connecting strip 4 is through welded mode and the inboard fixed connection of vertical portion 52, through such mode, improve the connection stability between Z axle branch 31 and the backup pad, and the lateral portion 51 downside of this application is through welded mode and second reinforcing bar 12 fixed connection.
Referring to fig. 2 and fig. 3, in a specific embodiment, the lower sides of two ends of the transverse portion 51 are respectively and fixedly provided with third reinforcing bars 6, the extending direction of the third reinforcing bars 6 is the same as that of the first reinforcing bars 11, and each third reinforcing bar 6 is respectively and fixedly arranged on the first reinforcing bar 11 at a corresponding position.
In this embodiment, the apertures of the third reinforcing bars 6, the second reinforcing bars 12 and the first reinforcing bars 11 are the same, the third reinforcing bars 6 are located between 2 adjacent second reinforcing bars 12, the third reinforcing bars 6 are fixedly connected with the first reinforcing bars 11 through reinforcing ropes, the transverse portion 51 is fixedly connected with the first reinforcing bars 11 through a welding mode, and the connection stability of the reinforcing bar members 1 and the bracket members 2 can be improved through the cooperation of the 2 third reinforcing bars 6.
Embodiment two:
the first embodiment differs from the first embodiment in that, in conjunction with fig. 4 and 5, the following is: a plurality of positioning pieces 7 are fixedly arranged on each Z-axis strut 31, and the number of the positioning pieces 7 is the same as that of the supporting members 3 and used for positioning the supporting members 3.
According to the size of the foundation, the lengths of the X-axis strut 21 and the Y-axis strut 22 are correspondingly adjusted, under the condition that the foundation is large, the lengths of the X-axis strut 21 and the Y-axis strut 22 are also set to be large, under the application scene, the Z-axis strut 31 needs to be welded and fixed on the supporting plate, then the X-axis strut 21 and the Y-axis strut 22 are welded at the corresponding positions of the Z-axis strut 31, and due to the fact that the lengths of the X-axis strut 21 and the Y-axis strut 22 are long, the middle positions of the X-axis strut 21 and the Y-axis strut 22 fall down, so that the X-axis strut 21 and the Y-axis strut 22 cannot be fixed on the Z-axis strut 31 in a horizontal state, 2 positioning pieces 7 are arranged on each Z-axis strut 31 to perform the functions of positioning and supporting the X-axis strut 21 and the Y-axis strut 22, wherein the 2 positioning rods on one Z-axis strut 31 are used for positioning support members 2 with different heights respectively.
In one embodiment, the positioning member 7 comprises perpendicular:
the first positioning plate 71, the first positioning plate 71 is fixedly arranged on the first connecting strip 4, and the first positioning plate 71 is provided with a first positioning groove 711 for embedding the lower side of the first connecting strip 4 of the X-axis supporting rod 21;
the second positioning plate 72, the second positioning plate 72 is fixed on one side of the first positioning plate 71, and the second positioning plate 72 is provided with a second positioning groove 721 for embedding the lower side of the second connecting bar 41 of the Y-axis strut 22.
In this embodiment, one side of the first positioning plate 71 is fixedly arranged on the first connecting strip 4 in a welding manner, and one side of the second positioning plate 72 is fixedly arranged on the second connecting strip 41 in a welding manner, so that the structural strength of the positioning piece 7 is improved; wherein, the first positioning groove 711 is opened downwards from the upper end of the first positioning plate 71, the second positioning groove 721 is opened downwards from the upper end of the second positioning plate 72, when in installation, the lower X-axis strut 21 is firstly embedded into the first positioning groove 711, and then the upper Y-axis strut 22 is embedded into the second positioning groove 721, thereby realizing the support and positioning of the bracket member 2 by the positioning piece 7.
The first positioning plate 71 and the second positioning plate 72 can also be detachably connected to the Z-axis strut 31 in a bolting manner during manufacturing, so that the positioning member 7 can be conveniently installed.
While the utility model has been described with reference to certain preferred embodiments, it will be understood by those skilled in the art that various changes and substitutions of equivalents may be made and equivalents will be apparent to those skilled in the art without departing from the scope of the utility model. Therefore, the protection scope of the utility model is subject to the protection scope of the claims.
Claims (8)
1. The utility model provides a high support of big thickness raft reinforcing bar, its characterized in that includes that lay in the subaerial reinforcing bar component (1), a plurality of support component (2) that lie in different height, is used for supporting each support component (2) supporting component (3), every support component (2) include:
an X-axis strut (21), wherein a plurality of X-axis struts (21) are arranged in an array along the X-axis direction;
the Y-axis support rods (22) are arranged in an array along the Y-axis direction, and all the Y-axis support rods (22) are fixedly connected with all the X-axis support rods (21);
the support member (3) comprises:
the Z-axis support rods (31) are arranged in an array along the Z-axis direction, each Z-axis support rod (31) is fixedly connected with the X-axis support rod (21) and the Y-axis support rod (22) in each support member (2), and the lower end of each Z-axis support rod (31) is fixedly arranged on the upper side of the corresponding reinforcing steel member (1);
the inclined support rod (32), inclined support rod (32) are provided with a plurality of, and all incline and upwards extend the setting, and each inclined support rod (32) one end set firmly in ground, the other end sets firmly in be located X axle branch (21) or Y axle branch (22) of below.
2. The high raft reinforcement stand of claim 1, wherein the reinforcement bar element (1) comprises:
a first reinforcing steel bar (11) layer, wherein the first reinforcing steel bar (11) layer comprises a plurality of first reinforcing steel bars (11) arranged in an array;
the second steel bar (12) layer comprises a plurality of second steel bars (12) arranged in an array, and each second steel bar (12) is fixedly arranged on the upper sides of all the first steel bars (11);
wherein the extending direction of the second reinforcing steel bars (12) is perpendicular to the extending direction of the first reinforcing steel bar (11) layer.
3. The high raft tendon support of claim 2, wherein: the X-axis support rod (21), the Y-axis support rod (22) and the Z-axis support rod (31) are identical in structure, the Z-axis support rod (31) comprises a first connecting strip (4) and a second connecting strip (41) which are perpendicular to each other, and one side of the first connecting strip (4) is fixedly arranged on one side of the second connecting strip (41).
4. A high brace of high thickness raft tendons according to claim 3, wherein: the Z-axis strut (31) is connected with the second reinforcing steel bar (12) layer through a supporting plate (5), the extending direction of the supporting plate (5) is perpendicular to the extending direction of the second reinforcing steel bar (12), and the supporting plate (5) comprises perpendicular components:
the lower side of the transverse part (51) is fixedly arranged on at least part of the second reinforcing steel bars (12), and the upper side of the transverse part (51) is fixedly arranged on the lower side of the Z-axis supporting rod (31);
the vertical part (52), vertical part (52) set firmly in horizontal portion (51) one side, the inboard of vertical part (52) with first connecting strip (4) fixed connection.
5. The high raft tendon support of claim 4, wherein: third steel bars (6) are respectively fixedly arranged at the lower sides of two ends of the transverse part (51), the extending direction of the third steel bars (6) is the same as that of the first steel bars (11), and each third steel bar (6) is respectively fixedly arranged on the first steel bar (11) at the corresponding position.
6. The high raft tendon support of claim 1, wherein: the inclined angle of the inclined strut (32) is 40-50 degrees.
7. A high brace of high thickness raft tendons according to claim 3, wherein: and a plurality of positioning pieces (7) are fixedly arranged on each Z-axis supporting rod (31), and the number of the positioning pieces (7) is the same as that of the supporting members (3) and used for positioning the supporting members (3).
8. The high raft reinforcement stand of claim 7, wherein the positioning members (7) comprise perpendicular:
the first positioning plate (71), the first positioning plate (71) is fixedly arranged on the first connecting strip (4), and the first positioning plate (71) is provided with a first positioning groove (711) for embedding the lower side of the first connecting strip (4) of the X-axis supporting rod (21);
the second locating plate (72), second locating plate (72) set firmly in one side of first locating plate (71), second locating plate (72) are provided with confession second constant head tank (721) of second connecting strip (41) downside embedding of Y axle branch (22).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223328471.4U CN219080754U (en) | 2022-12-13 | 2022-12-13 | High support of big thickness raft reinforcing bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223328471.4U CN219080754U (en) | 2022-12-13 | 2022-12-13 | High support of big thickness raft reinforcing bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219080754U true CN219080754U (en) | 2023-05-26 |
Family
ID=86403949
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223328471.4U Active CN219080754U (en) | 2022-12-13 | 2022-12-13 | High support of big thickness raft reinforcing bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219080754U (en) |
-
2022
- 2022-12-13 CN CN202223328471.4U patent/CN219080754U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101560803B (en) | Construction method of reinforced concrete truss conversion layer structure | |
| CN215858626U (en) | Super thick raft foundation multilayer steel bar support frame | |
| CN107524096A (en) | A kind of continuous girders by suspension grouting 0# blocks cast-in-place support and erection method | |
| CN219080754U (en) | High support of big thickness raft reinforcing bar | |
| CN111395548A (en) | Reinforced steel column and ECC concrete combined joint and construction method thereof | |
| CN209941913U (en) | Assembled frame construction housing construction | |
| CN110924415A (en) | Steel bar support frame structure for 4.5m thick large raft foundation and construction method thereof | |
| CN101761186B (en) | Assembly method of steel bar structure for concrete column | |
| CN207277211U (en) | Large steel pipe truss for bent cap cast-in-place construction | |
| CN216892017U (en) | Tie beam integral casting template in template connecting piece and lower stand | |
| CN214170072U (en) | Steel construction factory building structure based on exposed foundation | |
| CN210530084U (en) | Open type steel reinforced concrete composite truss floor | |
| CN210067063U (en) | Connecting structure of side column or center column and beam for fabricated frame structure building | |
| CN110847039B (en) | Full cantilever installation method of segmental precast concrete box girder | |
| CN209443661U (en) | A kind of parallel trussed roof of large span gradual change polygonal cross-section | |
| CN109680798A (en) | A kind of parallel space truss of large span polygon variable cross-section and construction method | |
| CN112727157A (en) | Assembled double-column overhead station | |
| CN112323835A (en) | Construction method of raft plate split heads of foundation | |
| CN109469257A (en) | A kind of parallel trussed roof of large span gradual change polygonal cross-section and construction method | |
| CN213926851U (en) | Super-long cantilever wall | |
| CN110924530B (en) | Large-span building steel structure | |
| CN220035890U (en) | Large-section beam reinforcement cage for subway upper cover conversion layer | |
| CN218911984U (en) | Steel bar split heads shaped steel support | |
| CN220353162U (en) | Connecting node of embedded steel plate shear wall and reinforced concrete conversion beam | |
| CN215166541U (en) | Large-span truss plate mounting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |