CN213418555U - Large-area column reinforcing structure - Google Patents
Large-area column reinforcing structure Download PDFInfo
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- CN213418555U CN213418555U CN202021989881.1U CN202021989881U CN213418555U CN 213418555 U CN213418555 U CN 213418555U CN 202021989881 U CN202021989881 U CN 202021989881U CN 213418555 U CN213418555 U CN 213418555U
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Abstract
The utility model belongs to the technical field of the construction and specifically relates to a large tracts of land post reinforced structure is related to, it includes the horizontal muscle of fixed connection in the perisporium of former cylinder, around the cyclic annular side muscle and perpendicular muscle and the concrete layer that former cylinder week set up, many horizontal muscle are a set of, the axis of every horizontal muscle of group equidistant setting and each horizontal muscle in the coplanar all passes the vertical axis of former cylinder, horizontal muscle top is located to cyclic annular side muscle, the equal interval of perpendicular muscle is located former cylinder week side, each horizontal muscle all contacts with a cyclic annular side muscle and a perpendicular muscle, and the three is provided with buckle subassembly in contact department, this large tracts of land post reinforced structure still includes locating component, locating component is used for fixing a position horizontal muscle. This application has the effect of improving the loaded down with trivial details complicated problem of reinforcing bar positioning process.
Description
Technical Field
The application relates to the field of building construction, in particular to a large-area column reinforcing structure.
Background
The prior art method for reinforcing the cross section by enlarging the original structural member is a traditional reinforcing method
The steel bars required by the cross section size and the additional allocation calculation are stressed together with the original structure, so that the strength and the rigidity of the member are improved
The reinforcing agent is suitable for reinforcing beams, plates, walls and column members.
The workman need use complicated positioner to vertically and horizontally staggered's reinforcing bar location in order to guarantee the stability of steel bar structure skeleton when the construction, ensures that the distribution that the reinforcing bar can be even is in former cylinder week side, and concrete layer and reinforcing bar condense fixedly at last, and nevertheless artifical direct operation positioning accuracy is not high and the operation degree of difficulty is great relatively, influences reinforced structure's stability.
SUMMERY OF THE UTILITY MODEL
In order to improve the loaded down with trivial details complicated problem of reinforcing bar positioning process, this application provides a large tracts of land post reinforced structure.
The application provides a large tracts of land post reinforced structure adopts following technical scheme:
the utility model provides a large tracts of land post reinforced structure, includes the horizontal muscle of fixed connection in the perisporium of former cylinder, around the cyclic annular side muscle and perpendicular muscle and the concrete layer that former cylinder week set up, many horizontal muscle is a set of, every group horizontal muscle is equidistant setting and each in the coplanar the axis of horizontal muscle all passes the vertical axis of former cylinder, cyclic annular side muscle is located horizontal muscle top, erect the equipartition interval of muscle and locate former cylinder week side, each is horizontal muscle all with one cyclic annular side muscle and one erect the muscle contact, and the three is provided with the buckle subassembly in contact department, this large tracts of land post reinforced structure still includes locating component, locating component is used for fixing a position horizontal muscle.
Through adopting above-mentioned technical scheme, the position of horizontal muscle is confirmed the back, and the cyclic annular side muscle also can be complete is and convenient and horizontal muscle reciprocal anchorage, and locating component can be accurate fix a position horizontal muscle, and buckle assembly can ensure with horizontal muscle, cyclic annular side muscle, perpendicular muscle three interconnect together, this large tracts of land post reinforced structure simple operation is convenient, and is quick accurate to the location of reinforcing bar, ensures reinforced structure's stability.
Optionally, locating component includes that the level locates base, stand, ring, joint knot, sliding block and lock nut on ground, the vertical setting of stand is in the base upper surface, the sliding block cover is established on the stand, lock nut with sliding block screw-thread fit and with the stand butt, the ring comprises two semi-rings, two the semi-ring is all rotated and is connected on the sliding block, the joint is detained and is used for two semi-ring block, the ring with former cylinder coaxial line just a plurality of semicircle openings have been seted up to the ring up end equidistance.
Through adopting above-mentioned technical scheme, the supplementary drilling equipment of locating component punches in order to be used for the horizontal muscle of installation to former cylinder, and the locating drilling equipment that the semi-circular opening that the equidistant was seted up of ring up can be accurate can guarantee the even setting of horizontal muscle simultaneously, increases structural strength, and locating component simple structure makes things convenient for height-adjusting and can be stable.
Optionally, a circular hole is formed in the peripheral wall of the original cylinder, and one end of the transverse rib penetrates through the circular hole and is fixed with the original cylinder through a bar planting adhesive.
Through adopting above-mentioned technical scheme, guarantee the installation stability of horizontal muscle, can provide the overall stability and the intensity of consulting and ensureing reinforced structure for the installation of subsequent cyclic annular side muscle and perpendicular muscle simultaneously.
Optionally, a scale is arranged on the side wall of the upright column in the vertical direction.
Through adopting above-mentioned technical scheme, along the equidistant horizontal muscle of multiunit that sets up of cylinder vertical direction, can confirm the distance between two sets of horizontal muscle according to design intensity.
Optionally, the annular side rib is formed by welding two semi-ring reinforcing steel bars, the annular side rib is provided with a plurality of on the same plane, and the radius of the plurality of annular side ribs gradually increases progressively.
By adopting the technical scheme, the annular side ribs are well-arranged, and the integral structural strength after the annular side ribs and the concrete layer are condensed is greatly enhanced.
Optionally, the transverse ribs are provided with equidistant distance marks along the axial direction of the transverse ribs.
Through adopting above-mentioned technical scheme, can guarantee the axis coincidence of the axis of cyclic annular side muscle and former cylinder when the cyclic annular side muscle of installation according to the sign, guarantee that the reinforcing bar structure atress is even.
Optionally, the buckle assembly comprises an upper half block and a lower half block, wherein the upper half block is buckled with the lower half block and is bonded through high-strength glue.
Through adopting above-mentioned technical scheme, strengthen horizontal muscle, cyclic annular side muscle, erect the joint strength between the muscle three, promote whole reinforced structure's structural stability.
Optionally, the transverse ribs, the annular side ribs and the vertical ribs are all made of twisted steel bars.
By adopting the technical scheme, the indexes such as the bonding strength, the uniform elongation and the like of the twisted steel bar and the concrete are greatly superior to those of a plain steel wire.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the positioning assembly assists the punching equipment to punch the original column to be used for installing the transverse ribs, the semicircular notches which are formed in the upper end face of the circular ring at equal intervals can accurately position the punching equipment, meanwhile, the transverse ribs can be uniformly arranged, the structural strength is improved, the positioning assembly is simple in structure, the height is convenient to adjust, and the positioning assembly can be stable;
2. the distance between two adjacent groups of transverse ribs can be controlled according to the structural strength requirement by the scale added on the side wall of the upright column, and the sliding block can be stably locked at a specified position by the locking screw;
3. the indexes of the bonding strength, the uniform elongation and the like of the twisted steel bar and the concrete are greatly superior to those of a plain steel wire.
Drawings
FIG. 1 is a schematic diagram of an overall structure of a large-area column reinforcing structure according to an embodiment of the present application;
fig. 2 is a schematic structural diagram of a positioning assembly according to an embodiment of the present application.
Reference numerals: 1. a prismatoid body; 2. transverse ribs; 3. an annular side rib; 4. semi-ring reinforcing steel bars; 5. erecting ribs; 6. a concrete layer; 7. a buckle assembly; 8. the upper half block; 9. a lower half block; 10. a positioning assembly; 11. a base; 12. a column; 13. a circular ring; 14. a half ring; 15. a clamping buckle; 16. a slider; 17. locking the nut; 18. a semi-arc notch; 19. a scale; 20. distance identification; 21. a circular hole.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses large tracts of land post reinforced structure. Referring to fig. 1 and 2, a large-area column reinforcing structure, including a horizontal bar 2 fixedly connected to the circumferential wall of an original column body 1, a circular side bar 3 and a vertical bar 5 arranged around the circumferential side of the original column body 1, and a concrete layer 6, the horizontal bar 2, the circular side bar 3 and the vertical bar 5 are made of twisted steel bars, a plurality of horizontal bars 2 are in a group, each group of horizontal bars 2 are arranged in the same plane at equal intervals, and the axis of each horizontal bar 2 passes through the vertical axis of the original column body 1, specifically, the circumferential wall of the original column body 1 is provided with a circular hole 21, one end of the horizontal bar 2 is arranged in the circular hole 21 and fixed with the original column body 1 through bar-planting glue, the horizontal bar 2 is provided with distance marks 20 at equal intervals along the axial direction, the circular side bar 3 is arranged above the horizontal bar 2, the circular side bar 3 is welded by two semi-ring steel bars 4, the circular side bar 3 is arranged on the same plane, the radius of the, the position of the annular side rib 3 can be accurately adjusted through the mark on the transverse rib 2, and the coincidence of the axis of the annular side rib 3 and the axis of the original column body 1 is ensured. Erect 1 week side of post body at 5 impartial intervals of muscle, every horizontal muscle 2 all with an annular side muscle 3 and 5 contacts of perpendicular muscle, and the three is provided with buckle subassembly 7 in contact department, buckle subassembly 7 includes first half 8, second half 9, first half 8 and second half 9 locks and glues through the high strength and bond. The large-area column reinforcing structure further comprises a positioning assembly 10, and the positioning assembly 10 is used for positioning the transverse rib 2.
The positioning component 10 comprises a base 11 horizontally arranged on the ground, a vertical column 12, a circular ring 13, a clamping buckle 15, a sliding block 16 and a locking nut 17, wherein the base 11 and the sliding block 16 of the vertical column 12 are made of stainless steel, the base 11 is matched with the circular arc on the periphery of the original column 1, the vertical column 12 is vertically arranged on the upper surface of the base 11, a scale 19 is embedded in the vertical direction of the vertical column 12, the sliding block 16 is sleeved on the vertical column 12, the locking nut 17 is in threaded fit with the sliding block 16 and is abutted against the vertical column 12, the circular ring 13 is composed of two half rings 14, the two half rings 14 are rotatably connected on the sliding block 16, the clamping buckle 15 is used for clamping the two half rings 14, a plurality of semicircular notches are formed in the same axial line of the circular ring 13 and the original column 1, the upper end surface of the circular ring 13 is provided with equal intervals, when holes are needed to be punched on the peripheral wall, the positioning assembly 10 is then removed and the reinforcement mechanism is installed.
The implementation principle of the large-area column reinforcing structure in the embodiment of the application is as follows: after the position of horizontal muscle 2 was confirmed, the annular side muscle 3 also can be complete the affirmation and convenient and horizontal muscle 2 reciprocal anchorage, locating component 10 can be accurate fix a position horizontal muscle 2, buckle assembly 7 can ensure with horizontal muscle 2, annular side muscle 3, erect 5 three interconnect of muscle together, this large tracts of land post reinforced structure simple structure convenient operation, to the quick accuracy in location of reinforcing bar, ensure reinforced structure's stability.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. A large area post reinforced structure which characterized in that: comprises transverse ribs (2) fixedly connected with the circumferential wall of an original cylinder body (1), annular side ribs (3) arranged around the circumferential side of the original cylinder body (1), vertical ribs (5) and a concrete layer (6), wherein a plurality of the transverse ribs (2) are arranged into a group, each group of the transverse ribs (2) are arranged in the same plane at equal intervals, and the axis of each transverse rib (2) penetrates through the vertical axis of the original cylinder body (1), the annular side ribs (3) are arranged above the transverse ribs (2), the vertical ribs (5) are arranged on the periphery of the original column body (1) at equal intervals, each transverse rib (2) is in contact with one annular side rib (3) and one vertical rib (5), and the three are provided with buckle components (7) at the contact positions, the large-area column reinforcing structure further comprises a positioning assembly (10), and the positioning assembly (10) is used for positioning the transverse rib (2).
2. A large area column reinforcing structure according to claim 1, wherein: locating component (10) are including base (11), stand (12), ring (13), joint knot (15), sliding block (16) and lock nut (17) that the level was located ground, stand (12) vertical setting is in base (11) upper surface, sliding block (16) cover is established on stand (12), lock nut (17) with sliding block (16) screw-thread fit and with stand (12) butt, ring (13) comprise two semi-rings (14), two semi-rings (14) all rotate to be connected on sliding block (16), joint knot (15) are used for two semi-rings (14) block, ring (13) with former cylinder (1) coaxial just a plurality of semicircle openings have been seted up to ring (13) up end equidistant.
3. A large area column reinforcing structure according to claim 2, wherein: the peripheral wall of the original cylinder body (1) is provided with a round hole (21), one end of the transverse rib (2) penetrates through the round hole (21) and is fixed with the original cylinder body (1) through rib planting glue.
4. A large area column reinforcing structure according to claim 2, wherein: and a scale (19) is arranged on the vertical side wall of the upright post (12).
5. A large area column reinforcing structure according to claim 1, wherein: the annular side rib (3) is formed by welding two semi-ring reinforcing steel bars (4), the annular side rib (3) is arranged on the same plane in a plurality of numbers, and the radius of the annular side rib (3) is gradually increased.
6. A large area column reinforcing structure according to claim 3, wherein: the transverse ribs (2) are provided with distance marks (20) at equal intervals along the axial direction.
7. A large area column reinforcing structure according to claim 1, wherein: buckle subassembly (7) are including half piece (8), half piece (9) down, half piece (8) with half piece (9) lock down and glue through the high strength and bond.
8. A large area column reinforcing structure according to claim 1, wherein: the transverse ribs (2), the annular side ribs (3) and the vertical ribs (5) are all made of twist steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021989881.1U CN213418555U (en) | 2020-09-11 | 2020-09-11 | Large-area column reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021989881.1U CN213418555U (en) | 2020-09-11 | 2020-09-11 | Large-area column reinforcing structure |
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| Publication Number | Publication Date |
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| CN213418555U true CN213418555U (en) | 2021-06-11 |
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| CN202021989881.1U Active CN213418555U (en) | 2020-09-11 | 2020-09-11 | Large-area column reinforcing structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115467546A (en) * | 2022-08-22 | 2022-12-13 | 陈万里 | Reinforced structure of building column and construction method thereof |
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2020
- 2020-09-11 CN CN202021989881.1U patent/CN213418555U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115467546A (en) * | 2022-08-22 | 2022-12-13 | 陈万里 | Reinforced structure of building column and construction method thereof |
| CN115467546B (en) * | 2022-08-22 | 2024-01-12 | 陈万里 | Reinforced structure of building column and construction method thereof |
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