CN214329437U - Large-area wall reinforcing structure - Google Patents
Large-area wall reinforcing structure Download PDFInfo
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- CN214329437U CN214329437U CN202120119617.0U CN202120119617U CN214329437U CN 214329437 U CN214329437 U CN 214329437U CN 202120119617 U CN202120119617 U CN 202120119617U CN 214329437 U CN214329437 U CN 214329437U
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- mounting
- fixedly connected
- groove
- piece
- fixing
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- 230000003014 reinforcing effect Effects 0.000 title description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 49
- 239000010959 steel Substances 0.000 claims abstract description 49
- 230000008093 supporting effect Effects 0.000 claims description 23
- 125000006850 spacer group Chemical group 0.000 claims description 17
- 230000002787 reinforcement Effects 0.000 claims description 9
- 230000002093 peripheral effect Effects 0.000 claims description 8
- 229910000746 Structural steel Inorganic materials 0.000 claims description 3
- 230000006978 adaptation Effects 0.000 claims description 3
- 230000001174 ascending effect Effects 0.000 claims description 3
- 238000004891 communication Methods 0.000 claims description 2
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 3
- 230000000903 blocking effect Effects 0.000 description 3
- 238000000926 separation method Methods 0.000 description 3
- 239000002344 surface layer Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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Abstract
The utility model relates to a large tracts of land wall reinforced structure relates to the field of green construction structure, and it is including setting up in wall body one side and being used for reinforced (rfd) shaped steel post, the shaped steel post below is provided with the brace table that is used for the support, the shaped steel post is close to brace table one end fixedly connected with mounting bar, the both ends of mounting bar with the mounting hole has all been seted up to the brace table, it has the fixed column to peg graft in the mounting hole, the even fixedly connected with of periphery side of fixed column two with the preforming of mounting bar butt, the fixed column be provided with the fixed column is fixed in vertical direction the mounting of brace table. This application makes the preforming compress tightly the mounting bar fixedly in the mounting hole through pegging graft the fixed column, has the effect of conveniently dismantling shaped steel post.
Description
Technical Field
The application relates to the field of green construction structures, especially relates to a large tracts of land wall reinforced structure.
Background
The existing wall surface reinforcing method mainly comprises a surface layer reinforcing method, wherein the surface layer for reinforcing can be a mortar concrete surface layer for repairing cracks, or a supporting and reinforcing wall surface formed by combining a steel bar net layer and mortar concrete or section steel columns.
The existing Chinese patent with the patent application number of CN201721180357.8 provides an assembly type steel supporting frame reinforced masonry load-bearing wall and a reinforcing construction method. The section steel columns and the section steel beams form an assembled steel structure frame for reinforcement, the bottoms of the section steel columns are anchored on a cast-in-place foundation, self-resetting steel cables are arranged among the section steel columns, the upper ends of the self-resetting steel cables are anchored at the anchoring ends of the steel cables, the lower ends of the self-resetting steel cables are tensioned at the tensioning ends of the steel cables, gaps are reserved at the positions of building floors or the upper parts of reinforced masonry bearing walls in a cutting mode, and loads on the building floors are transmitted to the steel support frame.
With respect to the related art among the above, the inventors consider that the following drawbacks exist: when reinforcing temporarily and supporting some wall structure, need demolish shaped steel post, shaped steel post bottom anchor is in cast-in-place basis, demolishs inconveniently.
SUMMERY OF THE UTILITY MODEL
In order to improve the problem that shaped steel post bottom is not convenient for demolish, this application provides a large tracts of land wall reinforced structure.
The application provides a large tracts of land wall reinforced structure adopts following technical scheme:
the utility model provides a large tracts of land wall reinforced structure, is including setting up in wall body one side and being used for reinforced (rfd) shaped steel post, the shaped steel post below is provided with the brace table that is used for supporting, the shaped steel post is close to brace table one end fixedly connected with mounting bar, the mounting hole has all been seted up at the both ends of mounting bar with the brace table, it has the fixed column to peg graft in the mounting hole, the even fixedly connected with of periphery side of fixed column two with the preforming of mounting bar butt, the fixed column is provided with the fixed column is fixed in vertical direction the mounting of brace table.
Through adopting above-mentioned technical scheme, the fixed column is pegged graft in the mounting hole, and when the mounting was fixed in the mounting hole with the fixed column in vertical direction, the preforming on the fixed column supported the mounting bar tightly in a supporting bench surface to realized the fixed stay to shaped steel post, when demolising shaped steel post, directly taken out the fixed column from the mounting hole, and then can be convenient demolish shaped steel post.
Optionally, the fixing element is fixedly connected to a positioning piece which is inserted into the fixing column and is arranged on the outer peripheral side of one end of the mounting hole, a clamping groove matched with the positioning piece is formed in the opening of the mounting hole of the supporting table and the mounting bar, and a limiting piece which fixes the positioning piece in the vertical direction is arranged in the supporting table.
Through adopting above-mentioned technical scheme, when the fixed column is pegged graft in the mounting hole, the spacer joint is in the draw-in groove, and the locating part is fixed the spacer in vertical direction to make the preforming support tightly and fix the mounting bar on the mounting bar the time preforming can keep vertical decurrent pressure.
Optionally, the locating part sets up to the ring channel, the ring channel set up in mounting hole inner wall week side and with the draw-in groove intercommunication, the ring channel is located the draw-in groove below, the ring channel is equal to in the ascending size of vertical side the thickness of spacer.
Through adopting above-mentioned technical scheme, peg graft the spacer in the draw-in groove and rotate the fixed column again, the spacer slides in the ring channel, and the spacer is fixed in vertical direction under the butt effect of wall about the ring channel. When the locating piece is required to be taken out from the annular groove, the fixing column is rotated to the locating piece at the clamping groove, and the locating column can be taken out from the mounting hole.
Optionally, locking blocks are arranged on two sides of the fixing column, and when the positioning piece is located in the annular groove, the locking blocks are located at the communication position of the annular groove and the clamping groove.
Through adopting above-mentioned technical scheme, the locking piece is located the intercommunication position of ring channel and draw-in groove, and the locking piece makes the spacer that is located the ring channel can't be followed the draw-in groove and rolled out, has guaranteed fixed effect.
Optionally, a sliding rod is slidably disposed between the two positioning pieces of the fixing column, lugs are fixedly connected to the outer peripheral wall of the fixing column above the two pressing pieces, and the locking block is fixedly connected to the sliding rod, penetrates through the lugs and the pressing pieces, and is inserted into one end of the supporting table.
Through adopting above-mentioned technical scheme, the slide bar passes auricle and preforming and makes the slide bar spacing in the periphery side of fixed column, and the slide bar can only slide from top to bottom under the limiting displacement of auricle and preforming, is convenient for drive locking piece and slides in and roll-off draw-in groove.
Optionally, one end of the sliding rod, which extends out of the lug piece upwards, is fixedly connected with a baffle.
Through adopting above-mentioned technical scheme, the diameter of separation blade is greater than the diameter of slide bar, and the separation blade is fixed in the slide bar on the ear, and the separation blade is convenient for grip the slide bar when taking out the lock piece from the draw-in groove again, is convenient for with slide bar roll-off in the draw-in groove, and then is convenient for dismantle shaped steel post.
Optionally, the slide bar is fixedly connected with a connecting piece between the lug and the pressing piece, a spring is sleeved on the outer peripheral side of the slide bar, one end of the spring close to the pressing piece is fixedly connected to the connecting piece, and the other end of the spring is fixedly connected to one end of the lug, which faces the pressing piece.
Through adopting above-mentioned technical scheme, when the spring was in natural state, the lock blocking piece was pegged graft in the spread groove of draw-in groove and ring channel, and the slide bar can not take place easily under the effect of spring and slides from top to bottom for the locking effect is more stable. When taking out the locking piece from the draw-in groove, upwards extract the slide bar, the spring is compressed, and then is convenient for with locking piece roll-off draw-in groove.
Optionally, the supporting table is provided with a mounting groove adapted to the mounting bar, and the bottom end of the section steel column abuts against the supporting table when the mounting bar is located in the mounting groove.
Through adopting above-mentioned technical scheme, the mounting bar in the mounting groove with the diapire and the lateral wall butt of mounting groove, shaped steel post and a supporting bench butt have increased the support area, make the supporting effect more firm.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the fixing columns are inserted into the mounting holes in an inserted mode, when the section steel column is dismounted, the fixing columns are taken out of the mounting holes after the positioning pieces are rotated out of the clamping grooves from the annular grooves, so that the dismounting of the fixing columns can be achieved, the fixing columns are recycled, resources are recycled, materials are saved, and the section steel column is green and environment-friendly;
2. the locking block is taken out from the clamping groove through the sliding-out sliding rod, the spring is compressed, the fixing column is rotated, and then the fixing column is conveniently taken out from the mounting hole.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;
FIG. 2 is an enlarged partial schematic view of portion A of FIG. 1;
fig. 3 is an exploded view of the fixing column and the supporting table in the embodiment of the present application.
Reference numerals: 1. a wall body; 2. a section steel column; 3. a support table; 4. mounting a bar; 5. mounting grooves; 6. mounting holes; 7. fixing a column; 8. tabletting; 9. a card slot; 10. positioning plates; 11. an annular groove; 12. a tab; 13. a slide bar; 14. a baffle plate; 15. a locking block; 16. connecting sheets; 17. a spring.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses large tracts of land wall reinforced structure. Referring to fig. 1, the large-area wall reinforcing structure includes a section steel column 2 disposed on one side of a wall body 1 for reinforcement, the section steel column 2 is H-shaped steel made of high-strength structural steel, a support table 3 is cast in concrete below the wall body 1, and the support table 3 may also be embedded below the section steel column 2 directly by using cast iron blocks. Shaped steel post 2 is close to 3 one end intermediate positions welded fastening of brace table has mounting bar 4, and mounting bar 4 also adopts the high strength structural steel to make, and 4 levels of mounting bar set up, brace table 3 go up set up with the mounting groove 5 of 4 adaptations of mounting bar, and shaped steel post 2's bottom and brace table 3 butt when 4 joints of mounting bar are in mounting groove 5, and mounting bar 4 has increased the support area for shaped steel post 2's supporting effect is more stable.
Referring to fig. 2 and 3, mounting bar 4 has all been seted up in the both sides of shaped steel strip and the diapire of mounting groove 5 the cross-section is circular shape mounting hole 6, it has columniform fixed column 7 to peg graft in the mounting hole 6, the even fixedly connected with of the periphery side of fixed column 7 two with the preforming 8 of 4 butts of mounting bar, brace table 3 and mounting bar 4 evenly offer two draw-in grooves 9 with the adaptation of spacer 10 in the opening part of mounting hole 6, fixed column 7 fixedly connected with is fixed in fixed column 7 in vertical direction brace table 3's mounting, the mounting sets up the spacer 10 of joint in draw-in groove 9, through fixing spacer 10 on vertical direction, make preforming 8 compress tightly fixedly mounting bar 4.
Be provided with in the brace table 3 with spacer 10 the locating part fixed in vertical direction, the locating part sets up to ring channel 11, ring channel 11 is seted up in 6 inner wall week sides of mounting hole and is communicate with draw-in groove 9, ring channel 11 is located draw-in groove 9 below, ring channel 11 equals the thickness of spacer 10 in the ascending size of vertical direction, when pegging graft fixed column 7 in mounting hole 6, spacer 10 is located draw-in groove 9 and with the diapire butt of ring channel 11, it makes spacer 10 rotate to not in draw-in groove 9 to rotate fixed column 7.
In order to prevent the fixed column 7 from rotating to enable the positioning pieces 10 to rotate out of the clamping grooves 9, the fixed column 7 is fixedly connected with lug pieces 12 between the two positioning pieces 10, the lug pieces 12 are located above the positioning pieces 10, sliding rods 13 penetrate between the lug pieces 12 and the positioning pieces 10, the sliding rods 13 can slide up and down, one ends, extending out of the lug pieces 12, of the sliding rods 13 are fixedly connected with blocking pieces 14, one ends, penetrating through the positioning pieces 10, of the sliding rods 13 are fixedly connected with locking blocks 15 matched with the clamping grooves 9 in shape, and the two locking blocks 15 are located in the middle of the two positioning pieces 10. The diameter of the baffle 14 is larger than that of the sliding rod 13, and the baffle 14 can fix the sliding rod 13 on the lug 12.
A connecting piece 16 is fixedly connected to a section of the sliding rod 13 located between the lug 12 and the positioning piece 10, a spring 17 is sleeved on the outer peripheral side of the sliding rod 13, one end of the spring 17 is fixedly connected with the bottom end of the lug 12, and the other end of the spring is fixedly connected with the upper end of the connecting piece 16. When the spacer 10 is located draw-in groove 9, rotate fixed column 790 and make locking piece 15 rotate to the top of draw-in groove 9, locking piece 15 slides in draw-in groove 9 with the bottom butt of ring channel 11 under the effect of spring 17 to be fixed in the ring channel 11 with spacer 10. When the section steel column 2 is to be disassembled, the blocking piece 14 is held to enable the sliding rod 13 to slide upwards, the locking block 15 is taken out of the clamping groove 9, the fixing column 7 is rotated to enable the positioning piece 10 to rotate to the clamping groove 9, the fixing column 7 is taken out of the mounting hole 6, the fixing column 7 is conveniently taken out of the mounting hole 6, and therefore the section steel column 2 is convenient to disassemble.
The implementation principle of the large-area wall reinforcing structure provided by the embodiment of the application is as follows: the fixing column 7 is inserted in the mounting hole 6, the positioning sheet 10 is positioned in the annular groove 11 and fixed in the vertical direction, and the locking block 15 is clamped in the clamping groove 9, so that the positioning sheet 10 is not easy to slide out, and the fixing effect is ensured. When the fixed column 7 is fixed in mounting hole 6 in the vertical direction by locating plate 10, the preforming 8 on the fixed column 7 supports mounting bar 4 tightly in brace table 3 surface, thereby realized the fixed stay to shaped steel post 2, when demolising shaped steel post 2, slide bar 13 makes locking piece 15 follow roll-off in draw-in groove 9, rotate fixed column 7 again and take out locating plate 10 from draw-in groove 9, take out fixed column 7 from mounting hole 6, and then can be convenient demolish shaped steel post 2.
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. The utility model provides a large tracts of land wall reinforced structure, is used for reinforced (rfd) shaped steel post (2) including setting up in wall body (1) one side, shaped steel post (2) below is provided with brace table (3) that are used for supporting, its characterized in that: the structural steel column (2) is close to one end of the supporting table (3) and is fixedly connected with a mounting strip (4), mounting holes (6) are formed in the two ends of the mounting strip (4) and the supporting table (3), fixing columns (7) are inserted in the mounting holes (6), two pressing sheets (8) which are abutted to the mounting strip (4) are uniformly and fixedly connected to the outer peripheral side of each fixing column (7), and fixing pieces which fix the fixing columns (7) to the supporting table (3) in the vertical direction are arranged on the fixing columns (7).
2. The large area wall reinforcement structure of claim 1, wherein: the fixing piece is fixedly connected with a positioning piece (10) which is inserted into the fixing column (7) and is arranged on the outer peripheral side of one end of the mounting hole (6), a clamping groove (9) matched with the positioning piece (10) is formed in the opening of the mounting hole (6) of the supporting table (3) and the mounting strip (4), and a limiting piece for fixing the positioning piece (10) in the vertical direction is arranged in the supporting table (3).
3. The large area wall reinforcement structure of claim 2, wherein: the locating part sets up to ring channel (11), ring channel (11) set up in mounting hole (6) inner wall week side and with draw-in groove (9) intercommunication, ring channel (11) are located draw-in groove (9) below, ring channel (11) are equal in the ascending size of vertical side the thickness of spacer (10).
4. The large area wall reinforcement structure of claim 3, wherein: locking blocks (15) are arranged on two sides of the fixing column (7), and when the positioning sheet (10) is located in the annular groove (11), the locking blocks (15) are located at the communication position of the annular groove (11) and the clamping groove (9).
5. The large area wall reinforcement structure of claim 4, wherein: the fixing column (7) is provided with a sliding rod (13) in a sliding mode between the two positioning pieces (10), lug pieces (12) are fixedly connected to the outer peripheral wall of the fixing column (7) above the two pressing pieces (8), and the locking block (15) is fixedly connected to one end, penetrating through the lug pieces (12) and the pressing pieces (8), of the sliding rod (13) and inserted into the supporting table (3).
6. The large area wall reinforcement structure of claim 5, wherein: the upward end of the sliding rod (13) extending out of the lug (12) is fixedly connected with a baffle (14).
7. The large area wall reinforcement structure of claim 6, wherein: the slide bar (13) is fixedly connected with a connecting piece (16) between the lug (12) and the pressing piece (8), a spring (17) is sleeved on the outer peripheral side of the slide bar (13), one end, close to the pressing piece (8), of the spring (17) is fixedly connected to the connecting piece (16), and the other end of the spring is fixedly connected to one end, facing towards the pressing piece (8), of the lug (12).
8. The large area wall reinforcement structure of claim 1, wherein: supporting bench (3) offer with mounting groove (5) of mounting bar (4) adaptation, when mounting bar (4) are located in mounting groove (5) shaped steel post (2) bottom with supporting bench (3) butt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120119617.0U CN214329437U (en) | 2021-01-16 | 2021-01-16 | Large-area wall reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120119617.0U CN214329437U (en) | 2021-01-16 | 2021-01-16 | Large-area wall reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214329437U true CN214329437U (en) | 2021-10-01 |
Family
ID=77909687
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120119617.0U Expired - Fee Related CN214329437U (en) | 2021-01-16 | 2021-01-16 | Large-area wall reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214329437U (en) |
-
2021
- 2021-01-16 CN CN202120119617.0U patent/CN214329437U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211001 |