CN214834767U - Prefabricated constructional column structure - Google Patents
Prefabricated constructional column structure Download PDFInfo
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- CN214834767U CN214834767U CN202121465998.4U CN202121465998U CN214834767U CN 214834767 U CN214834767 U CN 214834767U CN 202121465998 U CN202121465998 U CN 202121465998U CN 214834767 U CN214834767 U CN 214834767U
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Abstract
The utility model relates to a prefabricated constructional column structure, relate to the prefabricated component field, the welding point in order to solve horizontal muscle and perpendicular muscle is less, take place the condition of welding point fracture easily under pressure and take place, thereby lead to the problem of the stability decline of constructional column, it includes a plurality of horizontal muscle and a plurality of perpendicular muscle, a plurality of vertical setting of muscle, a plurality of horizontal muscle are welded on erecting the muscle along the length direction who erects the muscle in proper order, horizontal muscle is provided with the reinforcement assembly with the junction of erecting the muscle, the reinforcement assembly includes connecting portion and reinforcement portion, reinforcement portion links to each other with connecting portion, reinforcement portion consolidates the junction of erecting muscle and horizontal muscle. The method has the advantages of improving the stability of the constructional column, reducing the conditions of later-stage repair and improving the utilization effect of energy.
Description
Technical Field
The present application relates to the field of prefabricated components, and more particularly, to a prefabricated construction column structure.
Background
The constructional column is a non-structural column arranged in a masonry wall and connected with each layer of ring beam to form a space frame capable of resisting bending and shearing in order to enhance the integrity and stability of a building, and is an effective measure for preventing a house from collapsing.
Related patent with the prior publication number of CN209482591U provides a prefabricated formwork constructional column construction structure, which comprises a double-layer wall body and a constructional column formwork, wherein two ends of the constructional column formwork are connected with the double-layer wall body, and constructional column steel bars are arranged in the constructional column formwork; the constructional column steel bar is composed of a transverse bar and a vertical bar, and the joint of the transverse bar and the vertical bar is fixed by welding.
In view of the above-mentioned related art, the inventors believe that the welding points of the horizontal ribs and the vertical ribs are small and the welding points are likely to be broken under pressure, thereby causing a decrease in stability of the structural column, and thus need to be improved.
SUMMERY OF THE UTILITY MODEL
In order to improve the stability of the construction post itself, the present application provides a prefabricated construction post structure.
The application provides a prefabricated constructional column structure adopts following technical scheme:
the utility model provides a prefabricated constructional column structure, includes a plurality of horizontal muscle and a plurality of perpendicular muscle, and is a plurality of erect the vertical setting of muscle, it is a plurality of horizontal muscle is welded on erecting the muscle in proper order along the length direction who erects the muscle, horizontal muscle is provided with the reinforcement assembly with the junction of erecting the muscle, the reinforcement assembly includes connecting portion and reinforced portion, reinforced portion links to each other with connecting portion, connecting portion consolidate the junction of erecting muscle and horizontal muscle.
By adopting the technical scheme, an operator puts the four vertical ribs, the transverse ribs are welded and fixed on the vertical ribs, the fixing assembly is attached to the vertical ribs or the transverse ribs at the moment, and the fixing assembly reinforces the joints of the vertical ribs and the transverse ribs; finally, the prefabricated constructional column integral frame is built and fixed, the situation that welding points of transverse ribs and vertical ribs are broken is reduced, and the stability of the constructional column is improved.
Optionally, the connecting portion includes a plurality of bending strips, and a plurality of all interconnect of bending strip, horizontal muscle and perpendicular muscle are wrapped up in to bending strip, bending strip links to each other with reinforcing portion.
Through adopting above-mentioned technical scheme, operating personnel puts four perpendicular muscle, with horizontal muscle welded fastening on erecting the muscle, paste the fixed part on erecting muscle or horizontal muscle this moment, again with a plurality of crooked strip parcel horizontal muscle and erect mutual welded fastening behind the muscle, crooked strip passes the clearance department of erecting muscle and horizontal muscle to accomplish the parcel effect of a plurality of crooked strips, the realization is fixed putting up prefabricated constructional column overall framework at last, reduce horizontal muscle and perpendicular muscle welding point fracture ground condition and take place, improve the stability of constructional column self.
Optionally, the connecting portion further includes a reinforcing strip, the reinforcing strip is connected with the bending strip, and the reinforcing strip is wrapped on the bending strips.
Through adopting above-mentioned technical scheme, mutual welded fastening behind horizontal muscle of a plurality of crooked strip parcel and the perpendicular muscle, will consolidate the strip again and wind and establish on a plurality of crooked strips this moment, finally with welded fastening behind a plurality of crooked strip parcels, through the setting of consolidating the strip, improved the connection stability of a plurality of crooked strips to further reduce horizontal muscle and perpendicular muscle welding point fracture ground condition and take place, improve the stability of constructional column self.
Optionally, the reinforcing portion includes a reinforcing block and a plurality of connecting rings, a plurality of the connecting rings are connected with the side wall of the reinforcing block, the connecting rings are connected with the connecting portion, and the reinforcing block is attached to the transverse rib or the vertical rib.
Through adopting above-mentioned technical scheme, operating personnel puts four perpendicular muscle, will violently muscle welded fastening on erecting the muscle, pastes the fixed block on erecting muscle or horizontal muscle this moment, and connecting portion link to each other with the go-between, and connecting portion fix violently muscle and perpendicular muscle to the realization is fixed to putting up of prefabricated constructional column overall framework.
Optionally, the reinforcing block has been seted up on being close to the lateral wall of horizontal muscle direction and has been stepped down the breach, horizontal muscle or perpendicular muscle one inlays to be put in the breach of stepping down.
By adopting the technical scheme, an operator puts the four vertical ribs, fixes the transverse rib on the vertical ribs in a welding manner, pastes the fixed block on the vertical ribs or the transverse rib at the moment, and embeds the vertical ribs and the transverse rib in the abdicating notch; the setting of the breach of stepping down makes the fixed block and erect muscle or the more compact of horizontal muscle laminating to further improved the reinforcement effect of consolidating the subassembly, in order to realize fixed putting up of prefabricated constructional column whole frame.
Optionally, a connecting rod is arranged on the side wall of the reinforcing block far away from the transverse rib direction, and two ends of the connecting rod are respectively connected with the adjacent reinforcing blocks.
Through adopting above-mentioned technical scheme, the connecting rod has restricted the distance between two adjacent reinforcement pieces, further improves the structure of reinforcement piece to the constructional column from the restriction of distance to further reduce horizontal muscle and erect muscle welding point fracture ground condition and take place, improve the stability of constructional column self.
Optionally, the connecting rod includes a plurality of connection branch poles, the one end of connecting the branch pole is provided with connects the branch ring, connect the branch pole and keep away from the one end threaded connection who connects the branch ring and in the connection branch ring of adjacent connection branch pole.
By adopting the technical scheme, one end of the connecting branch rod, which is far away from the connecting branch ring, of an operator is in threaded connection with the connecting branch ring of the adjacent connecting branch rod, one of the two connecting branch rods, which is close to the reinforcing block, is inserted into the connecting ring and is in threaded connection with the connecting ring; the other of the two connecting branch rods close to the reinforcing block is sleeved on the connecting ring through a connecting branch ring and is in threaded connection with the connecting ring; the connection of the two fixed blocks is realized through the connecting rod.
Optionally, be provided with a plurality of spacing archs on the perpendicular muscle, it is a plurality of spacing protruding two are a set of, each group spacing arch sets gradually, horizontal muscle is located between two spacing archs.
Through adopting above-mentioned technical scheme, every horizontal muscle all is located between two spacing archs, and the fracture condition of horizontal muscle and perpendicular muscle junction welding point has further been alleviateed to spacing bellied spacing effect.
In summary, the present application includes at least one of the following beneficial technical effects:
1. an operator puts the four vertical ribs, the transverse ribs are welded and fixed on the vertical ribs, the fixing assembly is attached to the vertical ribs or the transverse ribs at the moment, and the fixing assembly reinforces the joints of the vertical ribs and the transverse ribs; finally, the whole frame of the prefabricated constructional column is built and fixed, the occurrence of the situation that welding points of transverse ribs and vertical ribs are broken is reduced, and the stability of the constructional column is improved;
2. the plurality of bent bars are mutually welded and fixed after being wrapped by the transverse bars and the vertical bars, the reinforcing bars are wound on the plurality of bent bars at the moment, and finally the plurality of bent bars are welded and fixed after being wrapped by the reinforcing bars, so that the connection stability of the plurality of bent bars is improved through the arrangement of the reinforcing bars, the condition that the welding points of the transverse bars and the vertical bars are broken is further reduced, and the stability of the constructional column is improved;
3. the connecting rod has restricted the distance between two adjacent reinforcement pieces, further improves the structure of reinforcement piece to the constructional column from the restriction of distance to further reduce horizontal muscle and erect the condition emergence of muscle welding point fracture ground, improve the stability of constructional column self.
Drawings
FIG. 1 is a schematic structural view of a prefabricated construction column structure in an embodiment of the present application.
Fig. 2 is an enlarged schematic view of a portion a in fig. 1.
Description of reference numerals: 1. transverse ribs; 2. erecting ribs; 21. a limiting bulge; 3. a reinforcement assembly; 31. a reinforcing part; 311. a reinforcing block; 3111. a abdication gap; 312. a connecting ring; 32. a connecting portion; 321. bending the strip; 322. reinforcing the strips; 4. a connecting rod; 41. connecting the branch rods; 42. connecting the sub-rings.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses prefabricated constructional column structure. Referring to fig. 1, the prefabricated constructional column structure comprises a plurality of transverse ribs 1 and a plurality of vertical ribs 2, the plurality of vertical ribs 2 are vertically arranged, the number of the vertical ribs 2 is four, and the four vertical ribs 2 are arranged into a columnar structure with a rectangular cross section; horizontal muscle 1 evenly sets up along the length direction who erects muscle 2 in proper order, and every horizontal muscle 1 all is through welded fastening on erecting muscle 2.
Referring to fig. 1 and 2, vertical rib 2 is provided with a plurality of spacing archs 21, and a plurality of spacing archs 21 are two and are a set of, and each group of spacing archs 21 sets gradually, and horizontal rib 1 is located between two spacing archs 21, and spacing archs 21 play the restriction effect to the position of horizontal rib 1.
Referring to fig. 1 and 2, a reinforcing component 3 is arranged at the joint of the transverse rib 1 and the vertical rib 2, the reinforcing component 3 comprises a connecting part 32 and a reinforcing part 31, and the reinforcing part 31 is connected with the connecting part 32; connecting portion 32 consolidates the junction of erecting muscle 2 and horizontal muscle 1 to reduce horizontal muscle 1 and erect the condition of muscle 2 welding point fracture and take place, improve the stability of constructional column self.
Referring to fig. 1 and 2, the reinforcing part 31 includes a reinforcing block 311 and a plurality of connection rings 312, the plurality of connection rings 312 are sequentially and uniformly disposed on the reinforcing block 311, the plurality of connection rings 312 are integrally formed on the outer peripheral sidewall of the reinforcing block 311, and a portion of the connection rings 312 is connected to the connection part 32.
Referring to fig. 1 and 2, the side wall of the reinforcing block 311 close to the direction of the transverse rib 1 is provided with an abdicating notch 3111, and one of the transverse rib 1 or the vertical rib 2 is embedded in the abdicating notch 3111, so as to reduce the gap between the reinforcing block 311 and the transverse rib 1 or the vertical rib 2, thereby improving the reinforcing effect of the whole reinforcing component 3.
Referring to fig. 1 and 2, a connecting rod 4 is disposed between two adjacent reinforcing blocks 311 in the vertical direction, and the connecting rod 4 limits the distance between two adjacent reinforcing blocks 311, thereby further improving the structure of the reinforcing blocks 311 to the structural column.
Referring to fig. 2, the connecting rod 4 includes a plurality of connecting branch rods 41, a connecting branch ring 42 is integrally formed at one end of the connecting branch rod 41 in the length direction, one end of the connecting branch rod 41 far from the connecting branch ring 42 is screwed into the connecting branch ring 42 of the adjacent connecting branch rod 41, and one of the two connecting branch rods 41 close to the reinforcing block 311 is inserted into the connecting ring 312 and is in threaded connection with the connecting ring 312; the other of the two connecting rods 41 close to the reinforcing block 311 is sleeved on the connecting ring 312 through the connecting split ring 42 and is in threaded connection with the connecting ring 312.
Referring to fig. 2, the connecting portion 32 includes a plurality of bending strips 321 and a reinforcing strip 322, the bending strips 321 are made of a metal soft rod, the bending strips 321 are inserted into the connecting ring 312 and are in threaded connection with the connecting ring 312, the bending strips 321 can be connected with each other, the bending strips 321 wrap the transverse ribs 1 and the vertical ribs 2, and accordingly a fastening effect is achieved at the connecting portions of the transverse ribs 1 and the vertical ribs 2.
Referring to fig. 2, the reinforcing bar 322 is disposed on one of the curved bars 321, the reinforcing bar 322 is fixed on the reinforcing bar 322 by welding, the plurality of curved bars 321 are welded and fixed to each other after wrapping the horizontal bars 1 and the vertical bars 2, at this time, the reinforcing bar 322 is wound on the plurality of curved bars 321, and finally, the plurality of curved bars 321 are welded and fixed after wrapping.
The implementation principle of the prefabricated constructional column structure of the embodiment of the application is as follows: an operator puts the four vertical bars 2, fixes the horizontal bar 1 on the vertical bar 2 by welding, pastes the fixing block on the vertical bar 2 or the horizontal bar 1, embeds the vertical bar 2 and the horizontal bar 1 in the abdicating notch 3111, inserts the needed number of bending bars 321 into the connecting ring 312, connects with the connecting ring 312 by screw thread, wraps the horizontal bar 1 and the vertical bar 2 with the bending bars 321 and fixes them by welding, winds the reinforcing bar 322 on the bending bars 321, and finally wraps the bending bars 321 and fixes them by welding; one end of the connecting branch rod 41 far away from the connecting branch ring 42 is connected in the connecting branch ring 42 of the adjacent connecting branch rod 41 in a threaded manner by an operator, and one of the two connecting branch rods 41 close to the reinforcing block 311 is inserted into the connecting ring 312 and is connected with the connecting ring 312 in a threaded manner; the other of the two connecting branch rods 41 close to the reinforcing block 311 is sleeved on the connecting ring 312 through a connecting branch ring 42 and is in threaded connection with the connecting ring 312; finally, the prefabricated constructional column integral frame is built and fixed, the situation that welding points of the transverse ribs 1 and the vertical ribs 2 are broken is reduced, and the stability of the constructional column is improved.
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 prefabricated constructional column structure, includes a plurality of horizontal muscle (1) and a plurality of muscle (2) of erectting, a plurality of erect the vertical setting of muscle (2), it is a plurality of horizontal muscle (1) welds on erecting muscle (2) in proper order along the length direction who erects muscle (2), its characterized in that: horizontal muscle (1) and the junction of erecting muscle (2) are provided with reinforcement assembly (3), reinforcement assembly (3) are including connecting portion (32) and reinforcement portion (31), reinforcement portion (31) link to each other with connecting portion (32), connecting portion (32) are consolidated the junction of erecting muscle (2) and horizontal muscle (1).
2. A prefabricated construction column structure according to claim 1, wherein: connecting portion (32) include a plurality of curved strip (321), and are a plurality of curved strip (321) all can interconnect, curved strip (321) parcel is violently muscle (1) and is erected muscle (2), curved strip (321) link to each other with reinforcing portion (31).
3. A prefabricated construction column structure according to claim 2, wherein: the connecting part (32) further comprises a reinforcing strip (322), the reinforcing strip (322) is connected with the bending strips (321), and the reinforcing strip (322) is wrapped on the bending strips (321).
4. A prefabricated construction column structure according to claim 1, wherein: the reinforcing part (31) comprises a reinforcing block (311) and a plurality of connecting rings (312), the connecting rings (312) are connected with the side wall of the reinforcing block (311), the connecting rings (312) are connected with the connecting part (32), and the reinforcing block (311) is attached to the transverse rib (1) or the vertical rib (2).
5. A prefabricated construction column structure according to claim 4, wherein: the reinforcing block (311) is close to and has seted up on the lateral wall of horizontal muscle (1) direction and abdicate breach (3111), one of horizontal muscle (1) or perpendicular muscle (2) is inlayed and is put in abdicating breach (3111).
6. A prefabricated construction column structure according to claim 4, wherein: the reinforcing blocks (311) are provided with connecting rods (4) on the side walls far away from the direction of the transverse ribs (1), and two ends of each connecting rod (4) are connected with the adjacent reinforcing blocks (311) respectively.
7. A prefabricated construction column structure according to claim 6, wherein: connecting rod (4) include that a plurality of connections divide pole (41), the one end of connecting branch pole (41) is provided with connects and divides ring (42), connect and divide pole (41) to keep away from to connect the one end threaded connection who divides ring (42) and divide in adjacent connection divides ring (42) of connecting branch pole (41).
8. A prefabricated construction column structure according to claim 1, wherein: erect and be provided with a plurality of spacing archs (21) on muscle (2), it is a plurality of spacing archs (21) two are a set of, each group spacing arch (21) set gradually, horizontal muscle (1) is located between two spacing archs (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121465998.4U CN214834767U (en) | 2021-06-29 | 2021-06-29 | Prefabricated constructional column structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121465998.4U CN214834767U (en) | 2021-06-29 | 2021-06-29 | Prefabricated constructional column structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214834767U true CN214834767U (en) | 2021-11-23 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121465998.4U Active CN214834767U (en) | 2021-06-29 | 2021-06-29 | Prefabricated constructional column structure |
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|---|---|
| CN (1) | CN214834767U (en) |
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- 2021-06-29 CN CN202121465998.4U patent/CN214834767U/en active Active
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