CN217630056U - Building timber pile mounting structure - Google Patents
Building timber pile mounting structure Download PDFInfo
- Publication number
- CN217630056U CN217630056U CN202220455733.4U CN202220455733U CN217630056U CN 217630056 U CN217630056 U CN 217630056U CN 202220455733 U CN202220455733 U CN 202220455733U CN 217630056 U CN217630056 U CN 217630056U
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- Prior art keywords
- main part
- pile
- steel column
- mounting structure
- stake
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- 230000035939 shock Effects 0.000 claims abstract description 42
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 37
- 239000010959 steel Substances 0.000 claims abstract description 37
- 238000013016 damping Methods 0.000 claims abstract description 17
- 239000003190 viscoelastic substance Substances 0.000 claims abstract description 11
- 241000446313 Lamella Species 0.000 claims abstract description 8
- 230000002787 reinforcement Effects 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 19
- 238000010521 absorption reaction Methods 0.000 claims description 10
- 229910000639 Spring steel Inorganic materials 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 6
- 238000005192 partition Methods 0.000 claims description 6
- 229920001971 elastomer Polymers 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 2
- 230000003139 buffering effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 230000005489 elastic deformation Effects 0.000 description 2
- 239000004816 latex Substances 0.000 description 2
- 229920000126 latex Polymers 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 238000005381 potential energy Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model belongs to the technical field of building stake installation technique and specifically relates to a building stake mounting structure, including pile cap, the corner of pile cap bottom all is provided with the support steel column main part, support the steel column main part from outer to interior outside steel sheet, viscoelastic material, intermediate lamella and baffle of including in proper order, the center department that supports the steel column main part outside is provided with the reinforcement ferrule, the bottom of stake is provided with the shock mount main part, the shock mount main part includes base and shock attenuation shell, the top of damping pad is provided with damping spring, damping spring's top is provided with the shock attenuation inner shell, the bottom of supporting steel column main part and shock mount main part is provided with supporting baseplate, supporting baseplate's bottom evenly is provided with fixed inserted bar, the utility model discloses compare with prior art, be applicable to very much the reinforcement of stake, improved the steadiness of stake, strengthened the bearing capacity of stake greatly, extensive applicability, the practicality is strong.
Description
Technical Field
The utility model relates to a building stake installation art field specifically is a building stake mounting structure.
Background
The timber pile is often used in the building engineering, and the timber pile can be along with the influence of factors such as time lapse and natural conditions, lead to bearing capacity to decline, therefore we need regularly monitor and maintain the timber pile, avoid the emergence of accident, some timber piles that damage is comparatively serious can not maintain through simple method, and the cost of pouring again is higher or the degree of difficulty is great, at this time need consolidate with the help of building timber pile installation, increase the bearing capacity of impaired timber pile, present building timber pile installs and does not carry out corresponding reinforcement to timber pile and pile cap junction when using, can appear becoming flexible along with timber pile overlength of service time timber pile and pile cap junction, and it is comparatively single to consolidate the position to the timber pile, do not have better reinforcement effect, simultaneously after consolidating and accomplishing, the timber pile can not carry out fine buffering to the power that the external world produced, long-time vibrations, can make the reinforcing apparatus produce metal fatigue, thereby lead to the reinforcing apparatus to produce and damage, consequently, seem to design a novel building timber pile installation for earthquake-resistant structure to change above-building to change technical defect, improve whole practicality, especially important.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a building stake mounting structure to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides a building timber pile mounting structure, includes pile cap, the corner of pile cap bottom all is provided with the support steel column main part, the support steel column main part is from outer to interior outside steel sheet, viscoelastic material, intermediate lamella and the baffle of including in proper order, the center department in the support steel column main part outside is provided with the reinforcement ferrule, the bottom of pile cap and the inboard that is located the support steel column main part evenly are provided with the stake, the center department in the stake outside is provided with the connecting pipe ferrule, the reinforcing plate is installed to the inboard of connecting pipe ferrule, the bottom of stake is provided with the shock attenuation seat main part, the shock attenuation seat main part includes base and shock attenuation shell, the top of base and the inside that is located the shock attenuation shell are provided with damping pad, damping pad's top is provided with damping spring, damping spring's top is provided with the shock attenuation inner shell, the bottom of support steel column main part and shock attenuation seat main part is provided with supporting baseplate, supporting baseplate's bottom evenly is provided with fixed inserted bar.
As the utility model discloses preferred scheme, the baffle is located the inside center department of support steel column main part, viscoelastic material is located the left and right sides of intermediate lamella, outside steel sheet, intermediate lamella and baffle are the spring steel and make, viscoelastic material is that pitch, water-soluble thing, latex and epoxy mix in proportion and makes.
As the utility model discloses preferred scheme, connecting pipe hoop and reinforcing plate are detachable construction design, just connect through fixing bolt connection between connecting pipe hoop and the reinforcing plate.
As the utility model discloses preferred scheme, damping spring's the corresponding telescopic link that is provided with in inside, the corresponding rubber pad that is provided with in top of shock attenuation inner shell, through bolt fixed connection between damping spring and the shock attenuation inner shell.
As the utility model discloses preferred scheme, the corresponding setting of the inner structure size of the outer structure size of shock attenuation inner shell and shock attenuation shell.
As the preferred proposal of the utility model, the fixed inserted bar is made of stainless steel.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses in, through the support steel column main part that sets up, constitute by outside steel sheet, viscoelastic material, intermediate lamella and baffle, have fine resistance to compression and reinforced effect, and outside steel sheet, intermediate lamella and baffle are made by the spring steel and are formed, have advantages such as fine elastic deformation's ability, good metallurgical quality and good surface quality, be applicable to the reinforcement of stake very much, improved the steadiness of stake.
2. The utility model discloses in, through the connecting pipe hoop that increases in the stake outside, can consolidate the stake, will connect the pipe hoop and be connected with the pile cap through the reinforcing plate simultaneously, avoided along with the stake live time overlength stake and pile cap connection site department emergence that not hard up problem appears, strengthened the bearing capacity of stake greatly.
3. The utility model discloses in, through the shock attenuation seat main part that sets up, make the stake can carry out fine buffering to the power that the external world produced, under long-time vibrations, avoid reinforcing apparatus to produce metal fatigue to lead to reinforcing apparatus to produce the problem of damaging and appear, extensive applicability, the practicality is strong.
Drawings
FIG. 1 is a front view of the overall structure of the present invention;
FIG. 2 is a view showing the internal structure of the main body of the supporting steel column of the present invention;
fig. 3 is the internal structure diagram of the shock-absorbing seat main body of the present invention.
In the figure: 1. a pile cap; 2. supporting the steel column main body; 3. an outer steel plate; 4. a viscoelastic material; 5. a middle plate; 6. a partition plate; 7. reinforcing the pipe hoop; 8. pile columns; 9. connecting a pipe hoop; 10. a reinforcing plate; 11. a damper base body; 12. a base; 13. a shock-absorbing housing; 14. a damping pad; 15. a damping spring; 16. a shock absorbing inner shell; 17. a support base plate; 18. and fixing the inserted rod.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below in conjunction with the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, rather than all embodiments, and based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the scope of protection of the present invention.
In order to facilitate understanding of the invention, the invention will be described more fully hereinafter with reference to the accompanying drawings, in which several embodiments of the invention are shown, but which can be embodied in many different forms and are not limited to the embodiments described herein, but rather are provided for the purpose of making the disclosure more thorough and complete.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present, and when an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present, as the terms "vertical", "horizontal", "left", "right" and the like are used herein for descriptive purposes only.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs, and the use of the terms herein in the specification of the present invention are for the purpose of describing particular embodiments only and are not intended to limit the present invention, and the use of the term "and/or" herein includes any and all combinations of one or more of the associated listed items.
Referring to fig. 1-3, the present invention provides a technical solution:
a building timber pile mounting structure comprises a pile cap 1, wherein supporting steel column main bodies 2 are arranged at corners of the bottom of the pile cap 1, the supporting steel column main bodies 2 sequentially comprise external steel plates 3 from outside to inside, viscoelastic materials 4, an intermediate plate 5 and a partition plate 6, reinforcing pipe hoops 7 are arranged at the centers of the outer sides of the supporting steel column main bodies 2, pile columns 8 are evenly arranged at the bottoms of the pile cap 1 and located on the inner sides of the supporting steel column main bodies 2, connecting pipe hoops 9 are arranged at the centers of the outer sides of the pile columns 8, reinforcing plates 10 are arranged on the inner sides of the connecting pipe hoops 9, a shock absorbing seat main body 11 is arranged at the bottom of each pile column 8, the shock absorbing seat main body 11 comprises a base 12 and a shock absorbing outer shell 13, a damping pad 14 is arranged at the top of the base 12 and located inside the shock absorbing outer shell 13, a shock absorbing spring 15 is arranged at the top of the damping pad 14, a shock absorbing inner shell 16 is arranged at the top of the shock absorbing spring 15, a supporting bottom plate 17 is arranged at the bottoms of the supporting steel column main bodies 2 and the shock absorbing seat main body 11, and fixed inserting rods 18 are evenly arranged at the bottom of the supporting plate 17.
In order to further improve the use function of the building timber pile mounting structure, the partition plate 6 is located in the center of the interior of the supporting steel column main body 2, the viscoelastic materials 4 are located on the left side and the right side of the middle plate 5, the external steel plate 3, the middle plate 5 and the partition plate 6 are all made of spring steel, and the viscoelastic materials 4 are made of asphalt, water-soluble substances, latex and epoxy resin through mixing in proportion.
In order to further improve the use function of the building timber pile mounting structure, the connecting hoop 9 and the reinforcing plate 10 are designed to be detachable, and the connecting hoop 9 and the reinforcing plate 10 are connected through a fixing bolt.
In order to further improve the use function of the building timber pile mounting structure, telescopic rods are correspondingly arranged inside the shock absorption springs 15, rubber pads are correspondingly arranged on the tops of the shock absorption inner shells 16, and the shock absorption springs 15 are fixedly connected with the shock absorption inner shells 16 through bolts.
In order to further improve the use function of the building timber pile installation structure, the outer structural size of the shock-absorbing inner shell 16 is set to correspond to the inner structural size of the shock-absorbing outer shell 13.
In order to further improve the use function of the building timber pile mounting structure, the fixing insertion rod 18 is made of stainless steel.
The utility model discloses work flow: the utility model discloses when using, at first install the building stake installation, fixed inserted bar 18 can increase stability, make it more firm after the installation, in the use when pile platform 1 receives the pressure that comes from the building body, support steel column main part 2 can play the effect of support, wherein outside steel sheet 3, intermediate lamella 5 and baffle 6 are the spring steel and make, and the elastic deformation ability that the spring steel has can make it bear certain load, permanent deformation does not appear after the load gets rid of, good comprehensive bearing performance has, and pile 8 also corresponding external force of undertaking, through connecting hoop 9 that increases in the pile 8 outside, can consolidate pile 8, be connected connecting hoop 9 and pile platform 1 through reinforcing plate 10 simultaneously, avoided along with the emergence that the position department is connected to pile platform 1 to long-time pile live time pile 8 and pile platform, and shock attenuation seat main part 11 of pile 8 bottom can carry out fine buffering to the power, avoid making reinforcing apparatus produce fatigue under the application of long-time metal, through turning into elastic potential energy and reduce the emergence of elasticity influence to pile platform 1 connection position, the not hard up emergence of problem, and the utility model discloses the practicality is widely used for strengthening the pile, the practicality is widely compared with the current pile technology, the practicality of strengthening.
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 (6)
1. The utility model provides a building timber pile mounting structure, includes pile cap (1), its characterized in that: the corner of pile cap (1) bottom all is provided with support steel column main part (2), support steel column main part (2) from outer to interior outside to including in proper order outside steel sheet (3), viscoelastic material (4), intermediate lamella (5) and baffle (6), the center department that supports the steel column main part (2) outside is provided with reinforcement ferrule (7), the bottom of pile cap (1) and the inboard that is located support steel column main part (2) evenly are provided with pile (8), the center department in the pile (8) outside is provided with connecting pipe hoop (9), reinforcing plate (10) are installed to the inboard of connecting pipe hoop (9), the bottom of pile (8) is provided with shock attenuation seat main part (11), shock attenuation seat main part (11) includes base (12) and shock attenuation shell (13), the inside that the top of base (12) just is located shock attenuation shell (13) is provided with damping pad (14), the top of damping pad (14) is provided with damping spring (15), the top of damping spring (15) is provided with shock attenuation inner shell (16), the support main part (2) and the shock attenuation seat main part (13) the even bottom of support base (17) be provided with inserted bar (17), the bottom of steel column (17) is provided with the fixed baseplate (17).
2. A construction timber pile mounting structure according to claim 1, wherein: the partition plate (6) is located in the center of the interior of the supporting steel column main body (2), the viscoelastic materials (4) are located on the left side and the right side of the middle plate (5), and the outer steel plate (3), the middle plate (5) and the partition plate (6) are made of spring steel.
3. A construction timber pile mounting structure according to claim 1, wherein: the connecting pipe hoop (9) and the reinforcing plate (10) are designed to be detachable structures, and the connecting pipe hoop (9) and the reinforcing plate (10) are connected through fixing bolts.
4. A construction timber pile mounting structure according to claim 1, wherein: telescopic rods are correspondingly arranged inside the shock absorption springs (15), rubber pads are correspondingly arranged on the tops of the shock absorption inner shells (16), and the shock absorption springs (15) are fixedly connected with the shock absorption inner shells (16) through bolts.
5. A construction timber pile mounting structure according to claim 1, wherein: the external structure size of the shock absorption inner shell (16) corresponds to the internal structure size of the shock absorption outer shell (13).
6. A construction timber pile mounting structure according to claim 1, wherein: the fixed inserted bar (18) is made of stainless steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220455733.4U CN217630056U (en) | 2022-03-03 | 2022-03-03 | Building timber pile mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220455733.4U CN217630056U (en) | 2022-03-03 | 2022-03-03 | Building timber pile mounting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217630056U true CN217630056U (en) | 2022-10-21 |
Family
ID=83644327
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220455733.4U Active CN217630056U (en) | 2022-03-03 | 2022-03-03 | Building timber pile mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217630056U (en) |
-
2022
- 2022-03-03 CN CN202220455733.4U patent/CN217630056U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: Room 440, 4th Floor, Jinjiang Group Building, No. 280 Qingjiang Road, Shangcheng District, Hangzhou City, Zhejiang Province, 310000 Patentee after: Zhejiang Heyi Engineering Technology Co.,Ltd. Country or region after: China Address before: 310000 room 225, unit 4, building 1, qianjiangyuan, Shangcheng District, Hangzhou, Zhejiang Patentee before: Hangzhou Heyi Construction Engineering Co.,Ltd. Country or region before: China |
|
| CP03 | Change of name, title or address |