CN215253488U - Detachable full-assembly type concrete frame column joint with shock insulation and absorption device - Google Patents
Detachable full-assembly type concrete frame column joint with shock insulation and absorption device Download PDFInfo
- Publication number
- CN215253488U CN215253488U CN202120127663.5U CN202120127663U CN215253488U CN 215253488 U CN215253488 U CN 215253488U CN 202120127663 U CN202120127663 U CN 202120127663U CN 215253488 U CN215253488 U CN 215253488U
- Authority
- CN
- China
- Prior art keywords
- reinforcing
- concrete frame
- spacing post
- frame column
- fixing device
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 230000035939 shock Effects 0.000 title claims abstract description 9
- 238000009413 insulation Methods 0.000 title claims abstract description 7
- 238000010521 absorption reaction Methods 0.000 title abstract description 3
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 49
- 238000009434 installation Methods 0.000 claims abstract description 24
- 230000000087 stabilizing effect Effects 0.000 claims abstract description 24
- 210000003205 muscle Anatomy 0.000 claims description 25
- 239000003381 stabilizer Substances 0.000 claims description 16
- 238000005728 strengthening Methods 0.000 claims description 6
- 238000013016 damping Methods 0.000 claims description 4
- 238000002955 isolation Methods 0.000 claims 5
- 230000000694 effects Effects 0.000 abstract description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 26
- 229910052742 iron Inorganic materials 0.000 description 13
- 230000002787 reinforcement Effects 0.000 description 7
- 230000009286 beneficial effect Effects 0.000 description 5
- 210000001503 joint Anatomy 0.000 description 3
- 229910001339 C alloy Inorganic materials 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- QMQXDJATSGGYDR-UHFFFAOYSA-N methylidyneiron Chemical compound [C].[Fe] QMQXDJATSGGYDR-UHFFFAOYSA-N 0.000 description 2
- 230000002035 prolonged effect Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 206010066054 Dysmorphism Diseases 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 150000007513 acids Chemical class 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- -1 atomic number is 26 Inorganic materials 0.000 description 1
- 238000009835 boiling Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000002932 luster Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Abstract
The utility model discloses a detachable full-assembly type concrete frame column joint with a shock insulation and absorption device, the structure of the device comprises a base, an installation section, a support column, a limiting fixing device and a reinforcing mechanism, wherein the limiting fixing device is arranged at the middle end of the installation section, so that a frame column slides along the surface of the limiting column, workers can install holes conveniently, the stabilizing plate is embedded in the base in advance, the reinforcing block is mainly used for lifting the mounting of the stabilizing plate and the mounting section, the reinforcing rib is mainly used for lifting and fixing the stabilizing plate, the spiral teeth arranged on the surface of the limiting column are mainly used for reinforcing the limiting column and lifting the stability of the limiting column, when the concrete flows to the firm inslot, further promoted the fixed effect of spacing post, reached better hole when being convenient for the staff installation to and consolidate the installation festival and carry out reinforced good effect to spacing post simultaneously.
Description
Technical Field
The utility model relates to a construction field, concretely relates to removable full assembled concrete frame post node of taking shock insulation damping device that trades.
Background
The prefabricated structure is a concrete structure formed by assembling and connecting prefabricated components serving as main stress components, is one of important directions for the development of building structures in China, is beneficial to the development of building industrialization in China, improves production efficiency, saves energy, develops green and environment-friendly buildings, and is beneficial to improving and ensuring the quality of building engineering.
But current concrete frame post carries out lifting concatenation installation through the hoist cable, and the staff of being not convenient for is to the hole because concrete frame post rocks in the installation, leads to reducing the problem of installation effectiveness, when lieing in spacing butt joint, is not convenient for promote the reinforcement to spacing post, has leaded to spacing post problem broken because of the collision.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
In order to overcome prior art not enough, the detachable full assembled concrete frame post node of taking shock insulation damping device that trades has now been provided, it carries out lifting concatenation installation through the hoist cable to have solved current concrete frame post, in the installation because concrete frame post rocks and the staff of being not convenient for is to the hole, lead to reducing the problem of installation effectiveness, when lieing in spacing post butt joint, be not convenient for promote spacing post and consolidate, lead to spacing post because of the cracked problem of collision.
(II) technical scheme
The utility model discloses a following technical scheme realizes: the utility model provides a removable area shock insulation damping device's of taking full assembled concrete frame post node that trades, including base, erection joint, support column, spacing fixing device and strengthening mechanism, the inside middle-end of base is pre-buried to have the erection joint, the support column carries out bolted connection with the erection joint, the erection joint middle-end is provided with spacing fixing device, the inside middle-end of spacing fixing device is provided with strengthening mechanism.
Furthermore, spacing fixing device comprises stabilizer plate, reinforcing block, reinforcement muscle, cross rib, spacing post, helical tooth and firm groove, the stabilizer plate sets up in the installing section downside middle-end, be provided with the reinforcing block between stabilizer plate and the installing section, stabilizer plate bottom end face is provided with the reinforcement muscle, the reinforcement muscle surface is provided with the cross rib, stabilizer plate top end face middle-end is provided with spacing post, spacing post downside surface is provided with the helical tooth, spacing post downside surface is provided with firm groove.
Further, the reinforcing mechanism comprises a stress bar, a stirrup and an iron wire, the stress bar is arranged inside the limiting column, the stirrup is arranged on the outer surface of the stress bar, and the stirrup is bound and connected with the stress bar through the iron wire.
Further, the length of the reinforcing rib is 5cm, and the diameter of the reinforcing rib is 1 cm.
Further, the distance between the transverse ribs is 5mm, and the transverse ribs are crescent-shaped.
Further, the stabilizing groove is semicircular, and the depth of the stabilizing groove is 3 mm.
Furthermore, the total length of the spiral teeth is 5cm, and the spiral teeth are embedded in the base.
Furthermore, the reinforcing ribs are made of iron-carbon alloy materials, so that the strength, the wear resistance and the corrosion resistance of the reinforcing ribs are greatly enhanced, and the service life of the reinforcing ribs is prolonged.
Furthermore, the stabilizing plate is made of iron, so that the stabilizing plate has extremely high hardness and is not easy to deform.
(III) advantageous effects
Compared with the prior art, the utility model, following beneficial effect has:
1) in order to solve the problem that the existing concrete frame column is lifted, spliced and installed through a sling, and the installation efficiency is reduced because the concrete frame column shakes to be inconvenient for workers to align holes during the installation process, the middle end of the mounting section is provided with a limiting fixing device, the frame column slides along the surface of the limiting column, so that workers can conveniently mount the hole, the stabilizing plate is embedded in the base in advance, the reinforcing block is mainly used for lifting the mounting of the stabilizing plate and the mounting section, the reinforcing rib is mainly used for lifting and fixing the stabilizing plate, the spiral teeth arranged on the surface of the limiting column are mainly used for reinforcing the limiting column and lifting the stability of the limiting column, when the concrete flows to the firm inslot, further promoted the fixed effect of spacing post, reached better hole when being convenient for the staff installation to and consolidate the installation festival and carry out reinforced good effect to spacing post simultaneously.
2) For when solving current frame post node and lie in spacing post butt joint, be not convenient for promote the reinforcement to spacing post, the problem of spacing post fracture because of the collision has been led to, be provided with strengthening mechanism through the inside middle-end of spacing fixing device, the inside atress muscle mainly used that sets up of spacing post promotes toughness to spacing post, thereby promote the atress ability of spacing post, the stirrup mainly used that the atress muscle surface set up satisfies oblique cross-section shear strength, and the reinforcing bar of connection atress muscle and compression zone mixed reinforcement skeleton, thereby increase the atress degree of atress muscle, and the iron wire mainly used is to the ligature of stirrup and atress muscle, make the position of stirrup and atress muscle indeformable, hardness and atress degree have been promoted to spacing post has been reached, avoid because of the cracked beneficial effect of collision.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the front view structure of the support pillar of the present invention;
FIG. 3 is a schematic diagram of the formal structure of the fixing device of the present invention;
fig. 4 is a front view of the fixing device of the present invention;
fig. 5 is a partially enlarged view of the area a of the present invention.
In the figure: the device comprises a base-1, a mounting section-2, a support column-3, a fixing device-4, a stabilizing plate-41, a reinforcing block-42, a reinforcing rib-43, a transverse rib-44, a limiting column-45, a spiral tooth-46, a stabilizing groove-47, a reinforcing mechanism-5, a stress rib-51, a stirrup-52 and an iron wire-53.
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.
Referring to fig. 1, 2, 3, 4 and 5, the present invention provides a detachable fully assembled concrete frame column node with shock-absorbing and shock-absorbing device: including base 1, installation festival 2, support column 3, spacing fixing device 4 and reinforcing mechanism 5, the pre-buried installation festival 2 that has of 1 inside middle-end of base, support column 3 and installation festival 2 carry out bolted connection, and 2 middle-ends of installation festival are provided with spacing fixing device 4, and 4 inside middle-ends of spacing fixing device are provided with reinforcing mechanism 5.
Wherein, spacing fixing device 4 comprises stabilizer plate 41, reinforcing block 42, reinforcing rib 43, horizontal rib 44, spacing post 45, helical tooth 46 and firm groove 47, stabilizer plate 41 sets up in the 2 downside middle-ends of installing node, be provided with reinforcing block 42 between stabilizer plate 41 and the installing node 2, stabilizer plate 41 bottom face is provided with reinforcing rib 43, reinforcing rib 43 surface is provided with horizontal rib 44, stabilizer plate 41 top terminal surface middle-end is provided with spacing post 45, spacing post 45 downside surface is provided with helical tooth 46, spacing post 45 downside surface is provided with firm groove 47.
Wherein, the strengthening mechanism 5 comprises atress muscle 51, stirrup 52 and iron wire 53, the inside atress muscle 51 that is provided with of spacing post 45, atress muscle 51 surface mounting has stirrup 52, stirrup 52 carries out the ligature through iron wire 53 and atress muscle and is connected.
The length of the reinforcing rib 43 is 5cm, and the diameter of the reinforcing rib 43 is 1cm, so that the reinforcing rib has better toughness and hardness.
Wherein, the interval between the horizontal rib 44 is 5mm to horizontal rib 44 is crescent, has the better effect of fixing the reinforcement muscle.
Wherein, the stabilizing groove 47 is semicircular, and the depth of the stabilizing groove 47 is 3mm, so that the limiting fixing effect on the limiting column is better.
Wherein, helical tooth 46 total length is 5cm to helical tooth 46 is pre-buried inside base 1, has the fixed effect of better promotion spacing post.
The reinforcing ribs 43 are made of iron-carbon alloy, so that the strength, the wear resistance and the corrosion resistance of the reinforcing ribs are greatly enhanced, and the service life of the reinforcing ribs is prolonged.
The stabilizing plate 41 is made of iron, so that the stabilizing plate has extremely high hardness and is not easy to deform.
This patent the iron material that stabilizer plate 41 used, iron is a metallic element, atomic number is 26, iron simple substance formula: fe, with an average relative atomic mass of 55.845, pure iron is white or silvery white with metallic luster, melting point 1538 ℃, boiling point 2750 ℃, soluble in strong and medium acids and insoluble in water.
The working principle is as follows: firstly, the base 1 is mainly used for fixing the mounting section 2 and supporting the support column 3, the mounting section 2 is mainly used for mounting the support column 3, and the support column 3 is mainly used for improving the stable supporting force;
secondly, when the frame column is hung at the top end of the mounting section 2 through a sling, the frame column slides along the surface of the limit column 45, so that workers can mount the hole better, the stabilizing plate 41 is embedded in the base 1, so that the better stabilizing effect is improved for the limiting column 45, the reinforcing block 42 is mainly used for installing the lifting stabilizing plate 41 and the installation section 2, the reinforcing rib 43 is mainly used for improving and fixing the stabilizing plate 41, the transverse rib 44 on the surface of the reinforcing rib 43 is mainly used for better fixing the reinforcing rib 43 and preventing the reinforcing rib from shaking and pulling out, the spiral tooth 46 arranged on the surface of the limiting column 45 is mainly used for reinforcing the limiting column 45 and improving the stabilizing effect of the limiting column 45, when the concrete flows into the stabilizing groove 47, the fixing effect of the limiting column 45 is further improved, and the excellent effects of facilitating better hole alignment during installation of workers, reinforcing the installation section 2 and reinforcing the limiting column 45 are achieved;
third, the inside atress muscle 51 that sets up of spacing post 45 mainly used promotes toughness to spacing post 45, thereby promote the atress ability of spacing post 45, the stirrup 52 mainly used that the atress muscle 51 surface set up satisfies oblique cross-section shear strength, and the reinforcing bar of connection atress muscle 51 and the mixed muscle skeleton in compression zone, thereby increase the atress degree of atress muscle 51, and iron wire 53 mainly used is to stirrup 52 and atress muscle 51's ligature, make stirrup 52 and atress muscle 51's position indeformable, hardness and atress degree have been promoted to spacing post 45, avoid because of the cracked beneficial effect of collision.
The basic principle and the main characteristics of the utility model and the advantages of the utility model have been shown and described above, and the utility model discloses the standard part that uses all can purchase from the market, and dysmorphism piece all can be customized according to the record of the description with the drawing, and the concrete connection mode of each part all adopts conventional means such as ripe bolt rivet among the prior art, welding, and machinery, part and equipment all adopt prior art, conventional model, and conventional connection mode in the prior art is adopted in addition to circuit connection, and the details are not repeated here.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention 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 (7)
1. The utility model provides a removable takes shock insulation damping device's full assembled concrete frame post node, includes base (1), installation festival (2) and support column (3), its characterized in that still includes: spacing fixing device (4) and strengthening mechanism (5), pre-buried installation festival (2) that have of base (1) inside middle-end, support column (3) carry out bolted connection with installation festival (2), installation festival (2) middle-end is provided with spacing fixing device (4), spacing fixing device (4) inside middle-end is provided with strengthening mechanism (5).
2. A removable fully assembled concrete frame column node with shock absorbing and shock absorbing means as claimed in claim 1, wherein: spacing fixing device (4) comprise stabilizer plate (41), reinforcing block (42), reinforcing rib (43), horizontal rib (44), spacing post (45), helical tooth (46) and firm groove (47), stabilizer plate (41) set up in installing section (2) downside middle-end, be provided with reinforcing block (42) between stabilizer plate (41) and installing section (2), stabilizer plate (41) bottom face is provided with reinforcing rib (43), reinforcing rib (43) surface is provided with horizontal rib (44), stabilizer plate (41) top terminal surface middle-end is provided with spacing post (45), spacing post (45) downside surface is provided with helical tooth (46), spacing post (45) downside surface is provided with firm groove (47).
3. A removable fully assembled concrete frame column node with seismic isolation and reduction as claimed in claim 2, wherein: reinforcing mechanism (5) comprise atress muscle (51), stirrup (52) and indisputable silk thread (53), spacing post (45) inside is provided with atress muscle (51), atress muscle (51) surface mounting has stirrup (52), stirrup (52) carry out the ligature through indisputable silk thread (53) and atress muscle and are connected.
4. A removable fully assembled concrete frame column node with seismic isolation and reduction as claimed in claim 2, wherein: the length of the reinforcing rib (43) is 5cm, and the diameter of the reinforcing rib (43) is 1 cm.
5. A removable fully assembled concrete frame column node with seismic isolation and reduction as claimed in claim 2, wherein: the distance between the transverse ribs (44) is 5mm, and the transverse ribs (44) are crescent-shaped.
6. A removable fully assembled concrete frame column node with seismic isolation and reduction as claimed in claim 2, wherein: the stabilizing groove (47) is semicircular, and the depth of the stabilizing groove (47) is 3 mm.
7. A removable fully assembled concrete frame column node with seismic isolation and reduction as claimed in claim 2, wherein: the total length of the spiral teeth (46) is 5cm, and the spiral teeth (46) are embedded in the base (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120127663.5U CN215253488U (en) | 2021-01-18 | 2021-01-18 | Detachable full-assembly type concrete frame column joint with shock insulation and absorption device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120127663.5U CN215253488U (en) | 2021-01-18 | 2021-01-18 | Detachable full-assembly type concrete frame column joint with shock insulation and absorption device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215253488U true CN215253488U (en) | 2021-12-21 |
Family
ID=79498712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120127663.5U Expired - Fee Related CN215253488U (en) | 2021-01-18 | 2021-01-18 | Detachable full-assembly type concrete frame column joint with shock insulation and absorption device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215253488U (en) |
-
2021
- 2021-01-18 CN CN202120127663.5U patent/CN215253488U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211221 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |