CN210195257U - Concrete vertical reinforcing device - Google Patents
Concrete vertical reinforcing device Download PDFInfo
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- CN210195257U CN210195257U CN201921017436.6U CN201921017436U CN210195257U CN 210195257 U CN210195257 U CN 210195257U CN 201921017436 U CN201921017436 U CN 201921017436U CN 210195257 U CN210195257 U CN 210195257U
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- reinforcing member
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Abstract
The utility model discloses a concrete vertical reinforcing device, which comprises a first reinforcing member fixed on the base concrete, wherein the top end of the first reinforcing member is connected with a telescopic rod, a first supporting rod is connected between the telescopic rod and the first reinforcing member, the telescopic rod and the first supporting rod are arranged in a triangular shape; the telescopic rod comprises an inner tube connected to the first reinforcing member and an outer tube connected to the first support rod, more than two first fixing holes are axially formed in the inner tube, more than two second fixing holes are axially formed in the outer tube, and the second fixing holes are connected with the first fixing holes through bolts; the inner pipe is sleeved with a sleeve, the inner diameter of the sleeve is smaller than the outer diameter of the outer pipe, and a vertical rod is fixed above the sleeve; the top end of the base concrete is provided with a template, and a pressing block is plugged between the template and the upright rod. The problems that when the stubbles are vertically connected by reinforcing the concrete in an embedded old bolt mode, the reinforcing effect is unstable, and the phenomena of slab staggering and slurry leakage are easy to occur are solved.
Description
Technical Field
The utility model relates to a building concrete placement template reinforcement equipment, concretely relates to vertical reinforcing apparatus of concrete.
Background
The existing concrete generally adopts a mode of pre-embedding old bolts when needing vertical joint, but the reinforcing effect is very unstable, and the phenomena of slab staggering and slurry leakage are easy to occur.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a vertical reinforcing apparatus of concrete, when solving and using pre-buried old bolt mode to consolidate the vertical portion of connecing the stubble of concrete, it is unstable to consolidate the effect, appears the problem of wrong platform hourglass thick liquid phenomenon easily.
In order to solve the technical problem, the utility model adopts the following technical scheme:
a concrete vertical reinforcing device comprises a first reinforcing member fixed on base concrete, wherein the top end of the first reinforcing member is connected with a telescopic rod, a first supporting rod is connected between the telescopic rod and the first reinforcing member, the telescopic rod and the first supporting rod are arranged in a triangular shape;
the telescopic rod comprises an inner tube connected to the first reinforcing member and an outer tube connected to the first support rod, more than two first fixing holes are axially formed in the inner tube, more than two second fixing holes are axially formed in the outer tube, and the second fixing holes are connected with the first fixing holes through bolts;
the inner pipe is sleeved with a sleeve, the inner diameter of the sleeve is smaller than the outer diameter of the outer pipe, and a vertical rod is fixed above the sleeve;
the concrete top of base is provided with the template, the stopper has the compact heap between template and the pole setting.
Preferably, the first support rod is U-shaped, a through hole is radially formed in one end, away from the inner tube, of the outer tube, the middle of the first support rod penetrates through the through hole, and two ends of the first support rod abut against the first reinforcing member.
Preferably, the first reinforcement is integrally formed with two or more support tables in a vertical direction, and a bottom of the first support rod abuts against the support tables.
Preferably, a second supporting rod is arranged between the sleeve and the vertical rod, and the second supporting rod, the sleeve and the vertical rod are arranged in a triangular shape.
Preferably, the number of the pressing blocks is more than two, and the thickness of each pressing block can be the same or different.
Preferably, the inner tube is provided with a scale.
Compared with the prior art, the beneficial effects of the utility model are that: can realize stable support, and can adjust the size of telescopic link according to the difference of operating mode to the degree of inclination of first bracing piece is adjusted according to the size of telescopic link and the thickness of concrete, and selects the first bracing piece of suitable length.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Example 1:
the embodiment provides a concrete vertical reinforcing device, as shown in fig. 1, the concrete vertical reinforcing device comprises a first reinforcing member 2 fixed on base concrete 1, a telescopic rod 3 is connected to the top end of the first reinforcing member 2, a first supporting rod 4 is connected between the telescopic rod 3 and the first reinforcing member 2, the telescopic rod 3 and the first supporting rod 4 are arranged in a triangular shape;
the telescopic rod 3 comprises an inner tube 32 connected to the first reinforcing member 2 and an outer tube 31 connected to the first support rod 4, wherein more than two first fixing holes are axially formed in the inner tube 32, more than two second fixing holes are axially formed in the outer tube 31, and the second fixing holes are connected with the first fixing holes through bolts;
the inner pipe 32 is sleeved with a sleeve 5, the inner diameter of the sleeve 5 is smaller than the outer diameter of the outer pipe 31, and a vertical rod 6 is fixed above the sleeve 5;
the top end of the base concrete 1 is provided with a template 9, and a pressing block 8 is plugged between the template 9 and the upright rod 6.
The concrete vertical reinforcing device is used for the concrete vertical joint, and when the concrete vertical reinforcing device is used, the concrete vertical reinforcing device in the embodiment is respectively fixed on two sides of the joint to be connected, so that the concrete vertical reinforcement is realized.
When the vertical reinforcing device in this embodiment is used, first, the first reinforcing member 2 is fixed to the base concrete 1, that is, the concrete with the connecting stub, the sleeve 5 fixed with the vertical rod 6 is sleeved on the inner tube 32, and then the inner tube 32 of the telescopic rod 3 is fixed to the first reinforcing member 2, and the fixing mode can be selected according to the requirement, for example, the fixing mode can be selected by using bolts or hinges. Can fix through bolt or other structures between sleeve 5 and the inner tube 32, supplementary outer tube 31 carries on spacingly to sleeve 5 on the one hand, avoids sleeve 5 to take place the displacement under the extrusion of compact heap 8, and on the other hand keeps pole setting 6 in the top of sleeve 5, plays the effect of centre gripping compact heap 8.
The internal diameter of sleeve 5 in this embodiment is less than the external diameter of outer tube 31, and outer tube 31 can play spacing effect as the positioning mechanism of sleeve 5, through the cooperation of outer tube 31 and compact heap 8 for the position of sleeve 5, pole setting 6 keeps fixed.
The length of the telescopic rod 3 can be selected according to the requirement, and when the thickness of the concrete to be reinforced is larger, a reinforcing device with a larger size is required, so that the telescopic rod 3 is also required to be adjusted to be longer. The length of the telescopic rod 3 can be adjusted by selecting different first fixing holes and second fixing holes for fixing.
According to the thickness of the concrete and the length of the telescopic rod 3, a first support rod 4 with a proper length is selected, and the bottom end of the first support rod 4 abuts against the first reinforcing member 2.
Example 2:
this embodiment further defines, on the basis of embodiment 1: the first support rod 4 is U-shaped, a through hole is radially formed in one end, away from the inner pipe 32, of the outer pipe 31, the middle of the first support rod 4 penetrates through the through hole, and two ends of the first support rod abut against the first reinforcing member 2.
The first supporting rod 4 is U-shaped and can penetrate through the through hole in the outer tube 31, so that on one hand, the first supporting rod 4 with a proper length can be conveniently selected according to the situation, the inclination degree of the first supporting rod 4 can be conveniently adjusted, and the application range is expanded; on the other hand, the first support rod 4 and the outer pipe 31 are convenient to detach and mount, and transportation is convenient.
Example 3:
this embodiment further defines, on the basis of embodiment 2: the first reinforcing member 2 is integrally formed with more than two supporting tables 21 along the vertical direction, and the bottom of the first supporting rod 4 abuts against the supporting tables 21.
The supporting table 21 used for supporting the first supporting rod 4 is arranged on the first reinforcing member 2, the supporting table 21 with different heights can be selected according to different inclined angles of the first supporting rod 4, disassembly and assembly are convenient, and construction efficiency is improved.
Example 4:
this embodiment further defines, on the basis of embodiment 3: a second supporting rod is arranged between the sleeve 5 and the vertical rod 6, and the second supporting rod, the sleeve 5 and the vertical rod 6 are arranged in a triangular shape.
The second supporting rod, the sleeve 5 and the vertical rod 6 form a triangular stable structure, and more stable extrusion force is provided for the template 9 and the pressing block 8.
Example 5:
this embodiment further defines, on the basis of embodiment 4: the number of the pressing blocks 8 is more than two, and the thickness of each pressing block 8 can be the same or different.
Since the sleeve 5 is mainly positioned by the limit of the outer tube 31, the distance between the sleeve 5 and the formwork 9 is different in the adjusting process of the telescopic rod 3, and therefore the thickness of the pressing block 8 may also be different, so that in order to adjust the pressing block 8 to keep the formwork 9 in a pressing state, the thickness of the pressing block 8 needs to be adjusted. Through the combination of a plurality of compact lumps 8, realize compact lumps 8 thickness and the distance between sleeve 5 and template 9 matches.
Example 6:
this example further defines, on the basis of example 5: the inner pipe 32 is provided with scales, so that the thickness of the pressing block 8 can be conveniently selected.
Although the invention has been described herein with reference to a number of illustrative embodiments thereof, it should be understood that numerous other modifications and embodiments can be devised by those skilled in the art that will fall within the spirit and scope of the principles of this invention. More specifically, various variations and modifications are possible in the component parts and/or arrangements of the subject combination arrangement within the scope of the disclosure, the drawings and the appended claims. In addition to variations and modifications in the component parts and/or arrangements, other uses will also be apparent to those skilled in the art.
Claims (6)
1. The utility model provides a vertical reinforcing apparatus of concrete which characterized in that: the concrete foundation structure comprises a first reinforcing member (2) fixed on foundation concrete (1), wherein the top end of the first reinforcing member (2) is connected with a telescopic rod (3), a first supporting rod (4) is connected between the telescopic rod (3) and the first reinforcing member (2), the telescopic rod (3) and the first supporting rod (4) are arranged in a triangular shape;
the telescopic rod (3) comprises an inner tube (32) connected to the first reinforcing member (2) and an outer tube (31) connected to the first support rod (4), wherein more than two first fixing holes are formed in the inner tube (32) along the axial direction, more than two second fixing holes are formed in the outer tube (31) along the axial direction, and the second fixing holes are connected with the first fixing holes through bolts;
a sleeve (5) is sleeved on the inner pipe (32), the inner diameter of the sleeve (5) is smaller than the outer diameter of the outer pipe (31), and a vertical rod (6) is fixed above the sleeve (5);
the base concrete (1) top is provided with template (9), there is compact heap (8) stopper between template (9) and pole setting (6).
2. The concrete vertical reinforcement device according to claim 1, characterized in that the first support rod (4) is U-shaped, a through hole is radially arranged at one end of the outer tube (31) far away from the inner tube (32), the middle part of the first support rod (4) passes through the through hole, and both ends of the first support rod abut against the first reinforcement member (2).
3. Concrete vertical reinforcement according to claim 1, characterized in that the first reinforcement (2) has two or more support tables (21) integrally formed thereon in the vertical direction, the bottom of the first support bar (4) abutting against the support tables (21).
4. The concrete vertical reinforcement according to claim 1, characterized in that a second support bar is arranged between the sleeve (5) and the upright (6), the second support bar, the sleeve (5) and the upright (6) being arranged in a triangular shape.
5. The concrete vertical reinforcement according to claim 1, characterized in that there are more than two said compression blocks (8), and the thickness of each compression block (8) may be the same or different.
6. The concrete vertical reinforcement according to claim 1, characterized in that the inner tube (32) is provided with a scale.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921017436.6U CN210195257U (en) | 2019-07-02 | 2019-07-02 | Concrete vertical reinforcing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921017436.6U CN210195257U (en) | 2019-07-02 | 2019-07-02 | Concrete vertical reinforcing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210195257U true CN210195257U (en) | 2020-03-27 |
Family
ID=69870141
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921017436.6U Active CN210195257U (en) | 2019-07-02 | 2019-07-02 | Concrete vertical reinforcing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210195257U (en) |
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2019
- 2019-07-02 CN CN201921017436.6U patent/CN210195257U/en active Active
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