CN215564530U - Auxiliary vibrating framework for stiff structural column - Google Patents
Auxiliary vibrating framework for stiff structural column Download PDFInfo
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- CN215564530U CN215564530U CN202121647475.1U CN202121647475U CN215564530U CN 215564530 U CN215564530 U CN 215564530U CN 202121647475 U CN202121647475 U CN 202121647475U CN 215564530 U CN215564530 U CN 215564530U
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- vertical
- steel bar
- steel
- middle section
- stirrups
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 84
- 239000010959 steel Substances 0.000 claims abstract description 84
- 230000005540 biological transmission Effects 0.000 claims abstract description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 26
- 230000002787 reinforcement Effects 0.000 claims description 16
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 20
- 238000010276 construction Methods 0.000 abstract description 9
- 229910000746 Structural steel Inorganic materials 0.000 abstract 1
- 210000003205 muscle Anatomy 0.000 description 5
- 230000000576 supplementary effect Effects 0.000 description 4
- 240000004282 Grewia occidentalis Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a stiff structural column auxiliary vibrating framework which comprises a vibrating rod, a middle section steel and at least one group of stirrups, and further comprises four groups of vertical reinforcing steel bar groups, wherein each vertical reinforcing steel bar group is arranged close to the four corners of the middle section steel, each vertical reinforcing steel bar group comprises three vertical component reinforcing steel bars and a mesh reinforcing steel bar guide pipe, the three vertical component reinforcing steel bars are arranged around the mesh reinforcing steel bar guide pipe and are in contact connection, the stirrups are wound on the outer sides of the four vertical reinforcing steel bar groups to form square structural steel bars and are wrapped and hooped on the periphery of the middle section steel, the stirrups are arranged at equal intervals, at least one shear transmission nail is further arranged on the outer side wall of the middle section steel, the shear transmission nails and the vertical positions of the stirrups are staggered, and the vibrating rod extends into the mesh reinforcing steel bar guide pipe from the top of the mesh reinforcing steel bar guide pipe. The utility model is convenient to extend the vibrating rod into the bottom concrete for vibrating, avoids the problems of incompact and uneven vibrating and improves the construction quality.
Description
Technical Field
The utility model relates to the field of construction buildings, in particular to a stiff structural column auxiliary vibrating framework.
Background
The welding of strength nature shaped steel post outside has a large amount of biography shear pins, the reinforcing bar intercrossing in biography shear pin and the shaped steel post outside for interval is less between biography shear pin and the reinforcing bar, when adopting ordinary concrete, the thick aggregate particle diameter of concrete is great, be difficult for dropping to the post bottom, and the vibrating rod is comparatively difficult when deepening in the shaped steel post, hardly deepening the post bottom many times, can not deepen in the post even, often can lead to concrete column vibration not closely knit, the honeycomb appears, the pitted surface, quality problems such as hole, traditional construction method also hardly pre-buries the mouth of vibrating in advance.
The former vibrating framework always faces the following problems:
pass the interval of shear pin and outside reinforcing bar less, the stick of vibrating is difficult for dropping down the bottom and mixes earth after using and mixes earth, leads to mixing earth and vibrate incompact, inhomogeneous, appears the construction quality problem easily.
SUMMERY OF THE UTILITY MODEL
The utility model provides a stiff structural column auxiliary vibrating framework to solve the problems in the background technology.
In order to solve the problems, the utility model adopts the technical scheme that:
a stiffening structural column auxiliary vibrating framework comprises a vibrating rod, a middle section steel and at least one group of stirrups, and also comprises four groups of vertical reinforcing steel bar groups, wherein each vertical reinforcing steel bar group is respectively arranged close to the four corners of the middle section steel, each vertical reinforcing steel bar group comprises three vertical component reinforcing steel bars and a mesh reinforcing steel bar guide pipe, the three vertical component reinforcing steel bars are arranged around the mesh reinforcing steel bar guide pipe and are in contact connection, the stirrups are wound on the outer sides of the four vertical reinforcing steel bar groups to form square structural bars, and the square structural bars are wrapped and hooped on the periphery of the middle section steel, so that the stirrups on the periphery of the middle section steel and the vertical reinforcing steel bar groups are in a tightly connected structure, the vertical reinforcing steel bar groups are vibrated by applying external force, the stirrups are also vibrated, the stirrups are integrally vibrated on the periphery of the middle section steel, and effective auxiliary vibrating is realized during pouring, equidistant setting between the several stirrup, in addition, still be equipped with at least one biography shear pin on the lateral wall of middle part shaped steel, each biography shear pin and each crisscross setting of vertical position of stirrup, the tamper is followed inside netted reinforcing bar pipe is stretched into at netted reinforcing bar pipe top, and it increases the tamper and stretches into, and the bottom that can stretch into mixes earth and vibrate, centers on each netted reinforcing bar pipe contact setting through the stirrup simultaneously, can effectually transmit each position other and the stirrup is connected with vibrating when the tamper vibrates, further improves supplementary effect of vibrating, improves construction quality.
Each netted reinforcing bar pipe all includes at least two circular muscle and at least one vertical muscle that are parallel to each other, vertical muscle around circular muscle is vertical sets up and with circular muscle fixed connection.
And each outer side wall of the middle section steel is provided with two groups of parallel horizontal steel bar groups, and at least one group of stirrups II is wound outside the horizontal steel bar groups which are arranged in parallel.
Each horizontal steel bar group all includes two rows of parallel arrangement's horizontal component reinforcing bar, each the equidistant setting of horizontal component reinforcing bar, each horizontal component reinforcing bar towards the one end and the middle part shaped steel lateral wall fixed connection of middle part shaped steel.
The shear transmission nails are divided into two rows which are vertically distributed on each outer side wall of the middle section steel, and the shear transmission nails are arranged in equal intervals.
Three vertical member reinforcing bar set up peripherally at the netted reinforcing bar pipe with the triangle-shaped position, further realize effectual supplementary vibration and consolidate the effect to the netted reinforcing bar pipe, further improve concrete column quality.
Compared with the prior art, the utility model has the following beneficial effects:
the utility model arranges the reticular steel bar conduit between the three vertical component steel bars, the vibrating rod is inserted from the reticular steel bar conduit, the steel bar falls to the bottom of the middle section steel through the reticular steel bar conduit to be vibrated, so that the vibrating rod can be conveniently stretched into the bottom concrete to be vibrated, meanwhile, the stirrups are arranged around the reticular steel bar guide pipes in a contact manner, and the stirrups at the periphery of the middle section steel and the vertical steel bar groups are in a tightly connected structure by the structural arrangement, so long as external force is applied to the vertical steel bar groups, the vertical steel bar group is vibrated, and the stirrups are vibrated at the same time, so that the vibration of the whole periphery of the middle section steel is realized, and the effective auxiliary vibration is realized during pouring, can effectually transmit the vibration to other each positions of being connected with the stirrup when the vibrating rod vibrates, avoid vibrating incompact, inhomogeneous problem, improve construction quality.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the structure of the steel mesh conduit according to the present invention;
1-middle section steel, 2-vertical steel bar group, 21-vertical member steel bar, 22-reticular steel bar guide pipe, 221-round bar, 222-vertical bar, 3-stirrup, 31-stirrup II, 4-horizontal member steel bar, 5-shear transmission nail and 6-vibrating rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-2, a stiff structural column auxiliary vibrating framework includes a vibrating rod 6, a middle section steel 1, at least one set of stirrups 3, and four sets of vertical reinforcement groups 2, each of the vertical reinforcement groups 2 is disposed near a four-corner of the middle section steel 1, each of the vertical reinforcement groups 2 includes three vertical member reinforcements 21 and a mesh reinforcement guide 22, and the three vertical member reinforcements 21 are disposed around the mesh reinforcement guide 22 and connected in contact with each other, the stirrups 3 are wound around the four vertical reinforcement groups 2 to form a square structural reinforcement and are wrapped around the middle section steel 1, such a configuration results in that the stirrups 3 around the middle section steel 1 and the vertical reinforcement groups 2 are tightly connected, so long as an external force is applied to the vertical reinforcement groups 2 to vibrate the vertical reinforcement groups 2, and simultaneously vibrate the stirrups 3, and realize that the peripheral whole of middle part shaped steel 1 realizes vibrating, and realizes reaching effectual supplementary vibration when pouring, equidistant setting between the several stirrup 3, in addition, still be equipped with at least one on the lateral wall of middle part shaped steel 1 and pass shear pin 5, each pass shear pin 5 with each the staggered arrangement of the vertical position of stirrup 3, the vibrating rod 6 is followed inside netted reinforcing bar pipe 22 is stretched into from netted reinforcing bar pipe 22 top. Its increase vibrating rod 6 stretches into, and the bottom concrete that can stretch into vibrates, centers on each netted reinforcing bar pipe 22 contact setting simultaneously through stirrup 3, can effectually transmit each position other with stirrup 3 connection with vibrating when vibrating rod 6 vibrates, further improves the supplementary effect of vibrating, improves construction quality.
Each of the reticular steel bar conduits 22 comprises at least two mutually parallel circular bars 221 and at least one vertical bar 222, and the vertical bar 222 is vertically arranged around the circular bars 221 and fixedly connected with the circular bars 221.
Each outer side wall of the middle section steel 1 is provided with two groups of parallel horizontal steel bar groups, and at least one group of stirrups 31 are further wound on the outer sides of the parallel horizontal steel bar groups.
Each horizontal steel bar group all includes two rows of parallel arrangement's horizontal component reinforcing bar 4, each horizontal component reinforcing bar 4 equidistant setting, each horizontal component reinforcing bar 4 towards the one end and the 1 lateral wall fixed connection of middle part shaped steel 1.
The shear transmission nails 5 are divided into two rows which are vertically distributed on each outer side wall of the middle section steel 1, and the shear transmission nails 5 in each row are arranged at equal intervals.
The three vertical member reinforcing bars 21 are arranged at the periphery of the mesh reinforcing bar guide 22 in a triangular position. Further realizing effective auxiliary vibration and consolidation action on the reticular steel bar guide pipe 22, and further improving the quality of the concrete column.
When the utility model is used, all components of the auxiliary vibrating framework of the stiff structural column are installed, and the reticular steel bar guide pipes 22 are arranged at the four corners of the middle section steel 1. And after the construction is finished, concrete is poured, the vibrating rod 6 extends into the top of the reticular steel bar guide pipe 22, and the vibrating rod 6 sinks to the bottom along the reticular steel bar guide pipe 22 to vibrate the concrete. According to the utility model, the vibrating rod 6 is inserted from the mesh-shaped steel bar guide pipe 22, the vibrating rod 6 falls to the bottom of the middle section steel 1 through the mesh-shaped steel bar guide pipe 22 to vibrate, the vibrating rod 6 is conveniently inserted into the bottom concrete to vibrate, and simultaneously, the stirrups 3 are arranged around the mesh-shaped steel bar guide pipes 22 in a contact manner, so that the stirrups 3 and the vertical steel bar groups 2 on the periphery of the middle section steel 1 are in a tightly connected structure, the vertical steel bar groups 2 are vibrated by applying external force to the vertical steel bar groups 2, and the stirrups 3 are vibrated simultaneously, so that the vibration of the whole periphery of the middle section steel 1 is realized, effective auxiliary vibration is realized during pouring, the vibration of the vibrating rod can be effectively transmitted to other parts connected with the stirrups 3, and the vibration of the vibrating rod 6 can be effectively transmitted to other parts connected with the stirrups 3, the problems of incompact and uneven vibration are avoided, and the construction quality is improved.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. The utility model provides a supplementary framework of vibrating of strength nature structure post, includes vibrating rod (6), middle part shaped steel (1) and at least a set of stirrup (3), its characterized in that: also comprises four groups of vertical steel bar groups (2), each vertical steel bar group (2) is respectively arranged near the four corners of the middle section steel (1), wherein each vertical reinforcement bar group (2) comprises three vertical member reinforcement bars (21) and a mesh reinforcement bar guide (22), and three of the vertical member reinforcing bars (21) are arranged around the mesh reinforcing bar guide pipe (22) and are in contact connection, the stirrups (3) are wound on the outer sides of the four vertical steel bar groups (2) to form square structural reinforcements and are wrapped and hooped on the periphery of the middle section steel (1), the stirrups (3) are arranged at equal intervals, in addition, the outer side wall of the middle section steel (1) is also provided with at least one shear transmission nail (5), the shear transmission nails (5) and the vertical positions of the stirrups (3) are staggered, the vibrating rod (6) extends into the mesh steel bar guide pipe (22) from the top of the mesh steel bar guide pipe (22).
2. A stiff structural column assisted ramming architecture according to claim 1, wherein: each reticular steel bar guide pipe (22) comprises at least two mutually parallel circular bars (221) and at least one vertical bar (222), and the vertical bar (222) is vertically arranged around the circular bars (221) and is fixedly connected with the circular bars (221).
3. A stiff structural column assisted ramming architecture according to claim 1, wherein: and each outer side wall of the middle section steel (1) is provided with two groups of parallel horizontal steel bar groups, and at least one group of stirrups II (31) is wound outside the parallel horizontal steel bar groups.
4. A stiff structural column assisted ramming architecture according to claim 3, wherein: each horizontal steel bar group all includes two rows of parallel arrangement's horizontal component reinforcing bar (4), each horizontal component reinforcing bar (4) equidistant setting, each horizontal component reinforcing bar (4) towards the one end and the middle part shaped steel (1) lateral wall fixed connection of middle part shaped steel (1).
5. A stiff structural column assisted ramming architecture according to claim 1, wherein: the transmission shear nails (5) are divided into two rows which are vertically distributed on each outer side wall of the middle section steel (1), and the transmission shear nails (5) in each row are arranged at equal intervals.
6. A stiff structural column assisted ramming architecture according to claim 1, wherein: the three vertical member steel bars (21) are arranged at the periphery of the reticular steel bar guide pipe (22) in a triangular position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121647475.1U CN215564530U (en) | 2021-07-19 | 2021-07-19 | Auxiliary vibrating framework for stiff structural column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121647475.1U CN215564530U (en) | 2021-07-19 | 2021-07-19 | Auxiliary vibrating framework for stiff structural column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215564530U true CN215564530U (en) | 2022-01-18 |
Family
ID=79826879
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121647475.1U Expired - Fee Related CN215564530U (en) | 2021-07-19 | 2021-07-19 | Auxiliary vibrating framework for stiff structural column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215564530U (en) |
-
2021
- 2021-07-19 CN CN202121647475.1U patent/CN215564530U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220118 |
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| CF01 | Termination of patent right due to non-payment of annual fee |