CN212223849U - Strengthening rib structure for building engineering construction - Google Patents
Strengthening rib structure for building engineering construction Download PDFInfo
- Publication number
- CN212223849U CN212223849U CN202020279337.1U CN202020279337U CN212223849U CN 212223849 U CN212223849 U CN 212223849U CN 202020279337 U CN202020279337 U CN 202020279337U CN 212223849 U CN212223849 U CN 212223849U
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- Prior art keywords
- construction
- cylinder pipe
- strengthening rib
- reinforcing
- fixed
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- 238000010276 construction Methods 0.000 title claims abstract description 45
- 238000005728 strengthening Methods 0.000 title claims abstract description 38
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 38
- 230000000087 stabilizing effect Effects 0.000 claims description 5
- 238000000576 coating method Methods 0.000 claims description 4
- 229910001018 Cast iron Inorganic materials 0.000 claims description 3
- 230000008093 supporting effect Effects 0.000 abstract description 7
- 239000011513 prestressed concrete Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a construction technical field just discloses a strengthening rib structure for building engineering construction, including the cylinder pipe, spacing groove and supplementary spacing groove have been seted up respectively to the inner wall of cylinder pipe, the surface difference fixedly connected with fixed block and the fixed awl of cylinder pipe, the surface of cylinder pipe is provided with the enhancement silk screen, the back fixedly connected with tip of cylinder pipe, the inside of cylinder pipe is provided with the reinforcing plate. This strengthening rib structure for building engineering construction, through the fixed block, fixed awl and enhancement silk screen mutually support, realize the improvement to hollow tube stability, have better supporting effect, the lifting surface area is wider, and the atress is more even, has guaranteed the normal clear of construction, mutually supports through strengthening rib and supplementary strengthening rib, realizes the reinforcing to hollow tube internal strength, has higher intensity after pouring, and the wholeness is better, and intensity is higher, further improves the efficiency of construction.
Description
Technical Field
The utility model relates to a construction technical field specifically is a strengthening rib structure for building engineering construction.
Background
At the end of the last 60 th century, the hogfei bridge factory of Ministry of railways began to produce pretensioned prestressed concrete pipe piles, which were mainly used in the foundation construction of railroad bridge engineering, developed and produced in the 70 th century, and since the 70 th century, especially in the construction of Shanghai Baoshan iron and Steel works, a great number of steel pipe piles introduced in Japan were used, and not only were the pipe piles high in cost and poor in durability divided into pretensioned prestressed pipe piles and pretensioned prestressed pipe piles, prestressed concrete PC pipe piles, prestressed concrete thin-walled pipe piles and high-strength prestressed concrete pipe piles, the pretensioned prestressed pipe piles being hollow cylindrical elongated concrete prefabricated members manufactured by pretensioned prestressing process and centrifugal molding, mainly comprising cylindrical pile bodies, end plates and steel ferrules, and generally used in industrial and civil buildings, ports, municipal administration, bridges, highways, hydraulic engineering etc. mainly is as the ground material, has that the construction is fast, and is good to geological adaptability, characteristics such as economy saving, and the shape mainly is circular shape hollow cement pipe, and current hollow tube is in order to increase intensity, adds some simple additional strengthening at hollow tubular pile inner wall and assists, still has additional strengthening too simply, and the atress degree shortcoming such as relatively poor is unfavorable for the normal clear of construction, influences the efficiency of construction.
For example, chinese patent application No. 201920427560.3 discloses a building tube pile with a built-in reinforcing bar structure, which is basically described as follows: including tubular pile skin, support inner tube and strengthening rib group, tubular pile skin inner wall fixedly connected with support the inner tube, it can dismantle to be connected with to support inner tube inner wall strengthening rib group, support inner tube outer wall fixedly connected with four with support the inner tube centre of a circle as the fixed muscle that central annular distributes, the building tubular pile of this built-in strengthening rib structure supports through strengthening rib group and vice muscle mutually supporting, but this support mode is relatively poor at the support effect after the building, and the intensity of hollow tube is relatively poor, receives great external force and very easily causes the damage, is unfavorable for the normal clear of construction.
Accordingly, the inventor provides a reinforcing rib structure for construction of building engineering, which is developed and improved aiming at the existing structure and deficiency with the experience of abundant design development and actual manufacturing in the related industry for many years.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides a strengthening rib structure for building engineering construction has solved the problem of proposing in the above-mentioned background art.
(II) technical scheme
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a strengthening rib structure for building engineering construction, includes the cylinder pipe, spacing groove and supplementary spacing groove have been seted up respectively to the inner wall of cylinder pipe, the surface difference fixedly connected with fixed block and the fixed awl of cylinder pipe, the surface of cylinder pipe is provided with the enhancement silk screen, the back fixedly connected with tip of cylinder pipe, the inside of cylinder pipe is provided with the reinforcing plate, the outside of reinforcing plate is provided with the strengthening rib, the inboard of reinforcing plate is provided with the steadying plate, the outer fixed surface of steadying plate is connected with the backup pad, the inboard of reinforcing plate is provided with supplementary strengthening rib.
Preferably, the cylindrical pipe and the pointed end are made of cast iron, and the outer surfaces of the cylindrical pipe and the pointed end are coated with antirust coatings.
Preferably, the outer surfaces of the reinforcing ribs and the auxiliary reinforcing ribs are provided with through holes, and the size of each through hole is twenty millimeters.
Preferably, the outer surface of the stabilizing plate is provided with a plurality of groups of strip-shaped through holes, and the length of each strip-shaped through hole is one hundred eighty millimeters.
Preferably, the number of the fixed blocks and the number of the fixed cones are four, and the length of each of the fixed blocks and the fixed cones is one thousand, eight and hundred millimeters.
(III) advantageous effects
Compared with the prior art, the utility model provides a strengthening rib structure for building engineering construction possesses following beneficial effect:
1. this strengthening rib structure for building engineering construction, through the fixed block, fixed awl and enhancement silk screen mutually support, realize the improvement to hollow tube stability, have better supporting effect, the lifting surface area is wider, and the atress is more even, has guaranteed the normal clear of construction, mutually supports through strengthening rib and supplementary strengthening rib, realizes the reinforcing to hollow tube internal strength, has higher intensity after pouring, and the wholeness is better, and intensity is higher, further improves the efficiency of construction.
2. This strengthening rib structure for building engineering construction mutually supports through steadying plate and backup pad, realizes effectively having improved the support intensity of hollow tube to the inside auxiliary stay of hollow tube, avoids receiving external force to cause impairedly, has effectively guaranteed the normal clear of construction, has improved the efficiency of construction.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic view of the cross-sectional structure of the present invention.
In the figure: 1. a cylindrical tube; 2. a limiting groove; 3. an auxiliary limit groove; 4. a fixed block; 5. a fixed cone; 6. Reinforcing the wire mesh; 7. a tip; 8. a reinforcing plate; 9. reinforcing ribs; 10. a stabilizing plate; 11. a support plate; 12. And (5) auxiliary reinforcing ribs.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-2, the present invention provides a technical solution: a reinforcing rib structure for construction of building engineering comprises a cylindrical pipe 1, wherein a limiting groove 2 and an auxiliary limiting groove 3 are respectively formed in the inner wall of the cylindrical pipe 1, the outer surface of the cylindrical pipe 1 is fixedly connected with a fixing block 4 and a fixing cone 5 respectively, a reinforcing wire mesh 6 is arranged on the outer surface of the cylindrical pipe 1, the stability of the hollow pipe is improved through the mutual matching of the fixing block 4, the fixing cone 5 and the reinforcing wire mesh 6, the reinforcing rib structure has a better supporting effect, the bearing area is wider, the bearing is more uniform, the normal operation of construction is ensured, a pointed end 7 is fixedly connected to the back of the cylindrical pipe 1, a reinforcing plate 8 is arranged inside the cylindrical pipe 1, reinforcing ribs 9 are arranged on the outer side of the reinforcing plate 8, a stabilizing plate 10 is arranged on the inner side of the reinforcing plate 8, a supporting plate 11 is fixedly connected to the outer surface of the stabilizing plate 10, and the supporting plate, effectively improved the support intensity of hollow tube, avoid receiving external force and cause the damage, effectively guaranteed the normal clear of construction, improved the efficiency of construction, the inboard of reinforcing plate 8 is provided with supplementary strengthening rib 12, mutually supports through strengthening rib 9 and supplementary strengthening rib 12, realizes having higher intensity to the reinforcing of hollow tube internal strength after pouring, and the wholeness is better, and intensity is higher, further improves the efficiency of construction.
The utility model discloses in order to improve life to the material of cylinder pipe 1 and tip 7 is cast iron, and the surface of cylinder pipe 1 and tip 7 has all been scribbled the brush and has had anti rust coating, and the anti rust coating of cylinder pipe 1 and tip 7 surface prevents to corrode, improves life.
The utility model discloses in order to improve support intensity to all seted up the through-hole at the surface of strengthening rib 9 and supplementary strengthening rib 12, the size of through-hole is twenty millimeters, and the through-hole of strengthening rib 9 and supplementary strengthening rib 12 surface is convenient for pour more, has better support intensity.
The utility model discloses in for improving 1 internal strength of cylinder pipe to the rectangular shape through-hole of multiunit has been seted up at the surface of steadying plate 10, the length of rectangular shape through-hole is one hundred eighty millimeters, and the rectangular shape through-hole of steadying plate 10 surface effectively improves the intensity of when pouring inside.
The utility model discloses in order to improve the outer wall intensity of cylinder pipe 1 to the quantity of fixed block 4 and fixed awl 5 is four groups, and the length of fixed block 4 and fixed awl 5 is one thousand eight hundred millimeters, and four fixed blocks of group 4 and fixed awl 5 mutually support, have better intensity.
When using, when production, put into fixed mould with cylinder 1, pour fixed block 4, fixed awl 5 and reinforcing wire net 6, use after its solidification, use the pile driver with cylinder 1 squeeze into the underground, the skin and the geological surface contact of cylinder 1 pour to cylinder 1 inside afterwards, internal structure is firmly fixed to strengthening rib 9 and supplementary strengthening rib 12, steadying plate 10 and backup pad 11 have guaranteed the support intensity after pouring, accomplish all operations.
To sum up, this strengthening rib structure for building engineering construction mutually supports through fixed block 4, fixed awl 5 and enhancement silk screen 6, realizes the improvement to hollow tube stability, has better supporting effect, and the lifting surface area is wider, and the atress is more even, has guaranteed the normal clear of construction, mutually supports through strengthening rib 9 and supplementary strengthening rib 12, realizes the reinforcing to hollow tube internal strength, has higher intensity after pouring, and the wholeness is better, and intensity is higher, further improves the efficiency of construction.
This strengthening rib structure for building engineering construction mutually supports through steadying plate 10 and backup pad 11, realizes effectively having improved the support intensity of hollow tube to the inside auxiliary stay of hollow tube, avoids receiving external force to cause impairedly, has effectively guaranteed the normal clear of construction, has improved the efficiency of construction.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a strengthening rib structure for building engineering construction, includes cylinder pipe (1), its characterized in that: the utility model discloses a cylinder pipe, including cylinder pipe (1), limiting groove (2), supplementary limiting groove (3), the surface of cylinder pipe (1) is fixedly connected with fixed block (4) and fixed awl (5) respectively, the surface of cylinder pipe (1) is provided with reinforcing wire net (6), the back fixedly connected with tip (7) of cylinder pipe (1), the inside of cylinder pipe (1) is provided with reinforcing plate (8), the outside of reinforcing plate (8) is provided with strengthening rib (9), the inboard of reinforcing plate (8) is provided with steadying plate (10), the surface fixedly connected with backup pad (11) of steadying plate (10), the inboard of reinforcing plate (8) is provided with supplementary strengthening rib (12).
2. A reinforcing bar structure for construction of construction engineering according to claim 1, wherein: the cylindrical pipe (1) and the pointed end (7) are made of cast iron, and the outer surfaces of the cylindrical pipe (1) and the pointed end (7) are coated with antirust coatings.
3. A reinforcing bar structure for construction of construction engineering according to claim 1, wherein: the outer surfaces of the reinforcing ribs (9) and the auxiliary reinforcing ribs (12) are provided with through holes, and the size of each through hole is twenty millimeters.
4. A reinforcing bar structure for construction of construction engineering according to claim 1, wherein: the outer surface of the stabilizing plate (10) is provided with a plurality of groups of strip-shaped through holes, and the length of each strip-shaped through hole is one hundred eighty millimeters.
5. A reinforcing bar structure for construction of construction engineering according to claim 1, wherein: the number of the fixed blocks (4) and the number of the fixed cones (5) are four, and the length of each of the fixed blocks (4) and the fixed cones (5) is one thousand eight hundred millimeters.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020279337.1U CN212223849U (en) | 2020-03-09 | 2020-03-09 | Strengthening rib structure for building engineering construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020279337.1U CN212223849U (en) | 2020-03-09 | 2020-03-09 | Strengthening rib structure for building engineering construction |
Publications (1)
Publication Number | Publication Date |
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CN212223849U true CN212223849U (en) | 2020-12-25 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202020279337.1U Expired - Fee Related CN212223849U (en) | 2020-03-09 | 2020-03-09 | Strengthening rib structure for building engineering construction |
Country Status (1)
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CN (1) | CN212223849U (en) |
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2020
- 2020-03-09 CN CN202020279337.1U patent/CN212223849U/en not_active Expired - Fee Related
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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: 20201225 |
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CF01 | Termination of patent right due to non-payment of annual fee |