CN213297161U - Novel template reinforcing member made of profile steel - Google Patents
Novel template reinforcing member made of profile steel Download PDFInfo
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- CN213297161U CN213297161U CN202021520481.6U CN202021520481U CN213297161U CN 213297161 U CN213297161 U CN 213297161U CN 202021520481 U CN202021520481 U CN 202021520481U CN 213297161 U CN213297161 U CN 213297161U
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Abstract
The utility model discloses a novel template reinforcing member made of section steel, which is formed by assembling a plurality of single-layer straight plates and a plurality of double-layer straight plates; the double-layer straight plate is of an up-and-down suspension structure, and a single-head corner piece is arranged at one end of the double-layer straight plate; when the two double-layer straight plates are assembled, the single-head corner piece at the tail part of one double-layer straight plate is inserted into the head part of the other double-layer straight plate; when the double-layer straight plate and the single-layer straight plate are assembled, the end part of the single-layer straight plate is inserted into the double-layer straight plate. The utility model discloses a template reinforcement is assembled by a plurality of individual layer straight boards and a plurality of double-deck straight boards and is formed, makes the reinforcement more firm, and the construction is quick convenient, can dismantle used repeatedly simultaneously, save material; the reinforcing member can be assembled at two angles of 180 degrees and 90 degrees, so that the number of standard parts is reduced, the whole reinforcing system is more flexible, and more configuration modes are met; when installing shear force wall reinforcement and reentrant corner position reinforcement, be provided with through-wall embedded bolt, embedded bolt is taut, can guarantee that the wall levels.
Description
Technical Field
The utility model relates to a construction field especially relates to a novel template reinforcement that adopts shaped steel preparation to form.
Background
The current plane template braced system in domestic housing construction field mainly comprises fastener formula steel pipe support body, bowl knot formula steel pipe support body alone or the cooperation, and especially fastener formula steel pipe support body is used extensively owing to have advantages such as flexibility, low cost, nevertheless receives the material defect of fastener formula steel pipe, props up and takes random influence, takes place when the support body accident that collapses.
Therefore, in the environment that the evaluation and inspection of the current third party are more frequent and the engineering is high in turnover, the traditional steel pipe fastener type shear wall reinforcing system has the defects that the actual measurement performance is difficult to improve, the required turnover materials are more, the field safety and civilization are difficult to ensure and the like, so that the elbow is braked in the field construction.
SUMMERY OF THE UTILITY MODEL
In order to solve the problems, the utility model aims to provide a novel template reinforcing member made of profile steel, which is provided with a through-wall pre-embedded bolt reinforcing member at a shear wall and a reentrant corner for reinforcing, the material of the reinforcing member is profile steel, the size requirement during reinforcing and pouring is ensured, the structure and the assembly mode of the novel template reinforcing member ensure that the reinforcing is firmer, the number of standard parts is reduced, the whole reinforcing system is more flexible, and more configuration modes are met; meanwhile, the construction is rapid and convenient, the device can be disassembled and reused, and materials are saved.
In order to realize the above purpose, the utility model discloses a technical scheme:
a novel template reinforcing member made of profile steel is formed by splicing a plurality of single-layer straight plates and a plurality of double-layer straight plates;
the double-layer straight plate is of an up-and-down suspension structure, and a single-head corner piece is arranged at one end of the double-layer straight plate; when the two double-layer straight plates are assembled, the single-head corner piece at the tail part of one double-layer straight plate is inserted into the head part of the other double-layer straight plate; when the double-layer straight plate and the single-layer straight plate are assembled, the end part of the single-layer straight plate is inserted into the double-layer straight plate.
The utility model discloses in, can carry out the assembling of 180 and two 90 angles between the double-deck straight board of novel template reinforcement, reduce the quantity of standard part, whole reinforceing system is more nimble, satisfies more configuration modes, assembles each other between single-deck straight board and the double-deck straight board, and it is more firm to make the reinforcement.
Furthermore, the single-head corner piece and the single-layer straight plate are provided with strip-shaped fixing holes, fixing pieces are inserted into the fixing holes, and the fixing pieces enable the reinforcing pieces to be spliced mutually more firmly.
Furthermore, a plurality of strip-shaped holes are formed in the single-layer straight plate and the double-layer straight plate, and the strip-shaped holes are distributed in a staggered double-row mode; the setting of a plurality of bar holes can be according to the actual fixed position that carries out, and wherein fixed orifices and bar hole structure are the same, when needs use the local of fixed reinforcement of mounting, and it is the fixed orifices.
Further, the strip-shaped holes of the double-layer straight plate are vertically symmetrical, so that the fixing piece can continuously penetrate out of the double-layer straight plate to be clamped when being driven into the fixing hole.
Further, when the shear wall is connected with the internal corner, the shear wall further comprises an embedded bolt, a nut and a gasket, the embedded bolt is embedded in the wall, the embedded bolt penetrates through the double-layer straight plate and the gasket and then is in threaded connection with the nut, the embedded bolt, the nut and the gasket are used for fixing the height of the reinforcing piece, and meanwhile, the reinforcing piece can be more firm.
Furthermore, when the external corners of the square-clip-shaped wall body are connected, two single-layer straight plates are adopted for splicing, a U-shaped part for the other single-layer straight plate to pass through is arranged at the end part of one single-layer straight plate, and after the other single-layer straight plate passes through the U-shaped part, the fixing part is inserted into a fixing hole close to the U-shaped part on the other single-layer straight plate, and the fixing part is mainly used for the U-shaped wall and the square-clip-shaped wall and plays a role; meanwhile, the U-shaped parts effectively reduce special-shaped parts, and the on-site construction is facilitated.
Furthermore, the fixing piece is of a triangular structure, and the narrow end is driven into the fixing hole from the top to clamp the spliced reinforcing piece.
Further, the single-layer straight plate and the double-layer straight plate are both made of profile steel, and the size requirement during pouring reinforcement is effectively met.
The utility model has the advantages that:
the utility model provides a template reinforcement, which is formed by assembling a plurality of single-layer straight plates and a plurality of double-layer straight plates, so that the reinforcement is firmer, the construction is rapid and convenient, simultaneously, the material is saved, and the template reinforcement can be disassembled and reused; the reinforcing system formed by the reinforcing members can be assembled at two angles of 180 degrees and 90 degrees, so that the number of standard parts is reduced, the whole reinforcing system is more flexible, and more configuration modes are met; secondly, when the shear wall reinforcing member and the internal corner position reinforcing member are installed, wall penetrating and pre-embedded bolts are arranged and tightened, slurry flowing and leaking at a joint are avoided, and the wall surface is ensured to be smooth; in addition, when the square-shaped wall body external corner is connected, two single-layer straight plates and a U-shaped piece are assembled, the U-shaped piece plays a role in stretching, and meanwhile, special-shaped pieces are reduced, so that the site construction is facilitated.
Drawings
Fig. 1 is a schematic structural view of the novel template reinforcing member of the present invention;
fig. 2 is a schematic structural view of the double-layer straight plate of the present invention;
fig. 3 is a schematic structural view of a single-layer straight plate of the present invention;
fig. 4 is a schematic structural view of a single-head corner fitting of a double-layer straight plate of the present invention;
FIG. 5 is a schematic structural view of the internal corner reinforcement of the present invention;
FIG. 6 is a schematic structural view of the present invention with U-shaped member reinforcement;
FIG. 7 is a schematic structural view of a top view of the U-shaped wall of the present invention;
in the figure: 1. a single-layer straight plate; 2. a double-layer straight plate; 3. a single-ended corner fitting; 4. a fixing hole; 5. a fixing member; 7. a strip-shaped hole; 8. a U-shaped member; 9. embedding bolts in advance; 10. a nut; 11. and (7) a gasket.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention clearer, the present invention will be further explained with reference to the accompanying drawings. In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted", "provided", "sleeved/connected", "connected", and the like are to be understood in a broad sense, such as "connected", which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1
A novel template reinforcing member made of section steel is shown in figures 1-3, and is formed by assembling a plurality of single-layer straight plates 1 and a plurality of double-layer straight plates 2;
the double-layer straight plate 2 is of an up-and-down suspension structure, and a single-head corner piece 3 is arranged at one end of the double-layer straight plate; when the two double-layer straight plates 2 are assembled, the single-head corner piece 3 at the tail part of one double-layer straight plate 2 is inserted into the head part of the other double-layer straight plate 2; when the double-layer straight plate 2 and the single-layer straight plate 1 are assembled, the end part of the single-layer straight plate 1 is inserted into the double-layer straight plate 2.
The utility model discloses in, can carry out the assembling of 180 and two angles of 90 between the double-deck straight board of novel template reinforcement, reduce the quantity of standard part, whole reinforceing system is more nimble, satisfies more configuration modes, assembles each other between single-deck straight board 1 and the double-deck straight board 2, and it is more firm to make the reinforcement.
As an optimized solution of this embodiment, as shown in fig. 1, 2, and 4-7, the single-headed corner fitting 3 and the single-layer straight plate 1 are both provided with elongated fixing holes 4, and fixing pieces 5 are inserted into the fixing holes 4; the fixing piece 5 enables the mutual splicing of the reinforcing pieces to be firmer.
As an optimized scheme of this embodiment, as shown in fig. 1-3, a plurality of strip-shaped holes 7 are respectively formed in the single-layer straight plate 1 and the double-layer straight plate 2, and the strip-shaped holes 7 are distributed in staggered double rows; the arrangement of the plurality of strip-shaped holes 7 can be fixed according to the actual implementation, wherein the fixing holes 4 and the strip-shaped holes 7 have the same structure, and are the fixing holes 4 when the fixing piece 5 is needed to fix the reinforcing piece.
As an optimized scheme of the embodiment, as shown in fig. 1 to 3, the strip-shaped holes 7 of the double-layer straight plate 2 are symmetrical up and down; the fixing piece 5 can continuously penetrate out of the double-layer straight plate 2 to be clamped when being driven into the fixing hole 4.
As an optimized scheme of the embodiment, as shown in fig. 5, when the shear wall is connected with the internal corner, the shear wall further includes an embedded bolt 9, a nut 10 and a gasket 11, the embedded bolt 9 is embedded in the wall, and the embedded bolt 9 is connected with the nut through a thread after penetrating through the double-layer straight plate 2 and the gasket 11; the embedded bolt 9, the nut 10 and the gasket 11 are used for fixing the height of the reinforcing members, and meanwhile, the reinforcing members can be firmer; the connection position at the internal corner is provided with three fixing pieces 5 for reinforcement, the fixing pieces 5 are required to be hammered tightly in the reinforcement process, so that the reinforcing pieces are close to square timbers at the internal corner, slurry leakage at the internal corner can be caused if the fixing pieces 5 at the internal corner are not reinforced in place, the unevenness of the wall surface is not vertical, and the like, and in addition, the two double-layer straight plates 2 are connected with each other to form a right-angled structure which is used for small corners or special structures.
As an optimized scheme of the embodiment, as shown in fig. 6 and 7, when the external corner of the rectangular-square-shaped wall is connected, two single-layer straight plates 1 are assembled, a U-shaped member 8 for passing another single-layer straight plate 1 is arranged at the end of one single-layer straight plate 1, and after another single-layer straight plate 1 passes through the U-shaped member 8, the fixing member 5 is inserted into a fixing hole 4 on the other single-layer straight plate, which is close to the U-shaped member 8; the telescopic wall is mainly used for a U-shaped wall and a square-back wall and plays a role in stretching; meanwhile, the U-shaped parts effectively reduce special-shaped parts, and the on-site construction is facilitated.
As an optimized solution of this embodiment, as shown in fig. 5 and 6, the fixing member 5 has a triangular structure; the narrow end is driven into the fixing hole 4 from the top to clamp the spliced reinforcing member.
As an optimized scheme of the embodiment, as shown in fig. 1-7, the single-layer straight plate 1 and the double-layer straight plate 2 are both made of 8# section steel, the width is set to be 80mm, and the wall thickness is 3.3 mm; the material is 8# section steel, and the size requirement when the reinforcement is poured is effectively guaranteed.
For better understanding, the utility model discloses, following is to the theory of operation of the utility model make a complete description:
after the material is prepared, ejecting a plane control line and a wall sideline according to the measuring and placing control axis; installing positioning steel bars; two rows of positioning ribs are additionally arranged at the internal corner; splicing according to a drawing, constructing 9 holes of the embedded bolts according to requirements, and erecting a frame rod or a square timber to obliquely jack and prevent overturning after the construction is finished; inserting the embedded bolt 9 according to the hole of the embedded bolt 9; constructing the spacing and the number of the embedded bolts 9 according to design requirements, and splicing according to the arrangement spacing, the positions and the number of the square timbers in the design drawing; and determining the type of the required fittings according to the layout of the reinforcing members of the shear wall.
The installation sequence of the shear wall reinforcing system is as follows: firstly, mounting double-layer straight plates 2, splicing the double-layer straight plates 2, and inserting a fixing piece 5 into a fixing hole 4 at the butt joint; secondly, installing a single-layer straight plate 1 at the end part of the wall, and inserting a fixing piece 5 into a fixing hole 4 at the butt joint part; after checking that the model size of each reinforcing piece is correct, enabling each reinforcing piece to abut against a secondary keel, sequentially reinforcing upwards from the bottom layer, checking the verticality and the flatness of the template in the process, tightening the gasket 11, the screw of the embedded bolt 9 and the nut 10 after meeting the requirements, and finally, reinforcing the fixing piece 5 of the single-layer straight plate 1 at the end part of the fixed wall and finally finishing the tightening; after the installation and reinforcement are completed, the joints of the reinforcing members, the fixing members 5 and the embedded bolts 9 are checked, and it is ensured that the whole inspection is not omitted. Adjusting the position with deviation to ensure that the deviation meets the standard requirement; and finally, pouring concrete.
When in use, the strength of the wall mould and the beam side mould for removing concrete can ensure that the surface and the fillet can be removed when the template is not damaged; when in dismounting, the screws are firstly dismounted from top to bottom, and then the novel shear wall reinforcing member is dismounted; the lower layer is prepared for use.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (8)
1. The utility model provides an adopt novel template reinforcement that shaped steel preparation formed which characterized in that: the reinforcing member is formed by splicing a plurality of single-layer straight plates (1) and a plurality of double-layer straight plates (2);
the double-layer straight plate (2) is of an up-and-down suspension structure, and a single-head corner piece (3) is arranged at one end of the double-layer straight plate; when the two double-layer straight plates (2) are assembled, the single-head corner piece (3) at the tail part of one double-layer straight plate (2) is inserted into the head part of the other double-layer straight plate (2); when the double-layer straight plate (2) and the single-layer straight plate (1) are assembled, the end part of the single-layer straight plate (1) is inserted into the double-layer straight plate (2).
2. A novel form reinforcing member made of section steel according to claim 1, wherein: the single-head corner piece (3) and the single-layer straight plate (1) are both provided with strip-shaped fixing holes (4), and fixing pieces (5) are inserted into the fixing holes (4).
3. A novel form reinforcing member made of section steel according to claim 1, wherein: the single-layer straight plate (1) and the double-layer straight plate (2) are provided with a plurality of strip-shaped holes (7), and the strip-shaped holes (7) are distributed in a staggered double-row mode.
4. A novel form reinforcing member made of section steel according to claim 3, wherein: the strip-shaped holes (7) of the double-layer straight plate (2) are vertically symmetrical.
5. A novel form reinforcing member made of section steel according to claim 1, wherein: when the shear wall is connected with the internal corner, the shear wall further comprises an embedded bolt (9), a nut (10) and a gasket (11), wherein the embedded bolt (9) is embedded in the wall body, and the embedded bolt (9) is in threaded connection with the nut (10) after penetrating through the double-layer straight plate (2) and the gasket (11).
6. A novel form reinforcing member made of section steel according to claim 2, wherein: when the square-shaped wall external corner is connected, two single-layer straight plates (1) are adopted for assembly, a U-shaped part (8) for the other single-layer straight plate (1) to pass through is arranged at the end part of one single-layer straight plate (1), and the fixing part (5) is inserted into a fixing hole (4) close to the U-shaped part (8) on the other single-layer straight plate (1) after the other single-layer straight plate (1) passes through the U-shaped part (8).
7. A novel form reinforcing member made of section steel according to claim 2, wherein: the fixing piece (5) is of a triangular structure.
8. A novel form reinforcing member made of section steel according to claim 1, wherein: the single-layer straight plate (1) and the double-layer straight plate (2) both adopt section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021520481.6U CN213297161U (en) | 2020-07-28 | 2020-07-28 | Novel template reinforcing member made of profile steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021520481.6U CN213297161U (en) | 2020-07-28 | 2020-07-28 | Novel template reinforcing member made of profile steel |
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| Publication Number | Publication Date |
|---|---|
| CN213297161U true CN213297161U (en) | 2021-05-28 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202021520481.6U Expired - Fee Related CN213297161U (en) | 2020-07-28 | 2020-07-28 | Novel template reinforcing member made of profile steel |
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| CN (1) | CN213297161U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115162710A (en) * | 2022-06-30 | 2022-10-11 | 陕西帕源路桥建设有限公司 | Assembled combined module for underground parking lot construction |
-
2020
- 2020-07-28 CN CN202021520481.6U patent/CN213297161U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115162710A (en) * | 2022-06-30 | 2022-10-11 | 陕西帕源路桥建设有限公司 | Assembled combined module for underground parking lot construction |
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Granted publication date: 20210528 |
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| CF01 | Termination of patent right due to non-payment of annual fee |