CN214363685U - Assembly quality of interim lock stake of pile pressing - Google Patents
Assembly quality of interim lock stake of pile pressing Download PDFInfo
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- CN214363685U CN214363685U CN202022680040.9U CN202022680040U CN214363685U CN 214363685 U CN214363685 U CN 214363685U CN 202022680040 U CN202022680040 U CN 202022680040U CN 214363685 U CN214363685 U CN 214363685U
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- pile
- anchor bar
- building foundation
- bearing member
- jacking
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Abstract
The utility model relates to a building technical field that rectifies, concretely relates to assembly quality of interim lock pile of fender pile, wear to locate the support pile of building foundation, connect the building foundation and support the lock pile mechanism of pile and be used for jacking building foundation's climbing mechanism including building foundation, activity, lock pile mechanism including the fender anchor bar with set up in the first bearing member at the top of support pile, climbing mechanism set up in the top of first bearing member, the one end of fender anchor bar is implanted building foundation, the other end of fender anchor bar lock in first bearing member. Adopt the cooperation of pile pressing anchor bar and first bearing member, the building foundation is implanted to the one end of pile pressing anchor bar, and the other end of pile pressing anchor bar locks in first bearing member, makes the stake avoid the stake to bounce-back after the stake is impressed the underground via the building foundation to realize interim lock stake effect, its structure is simpler, has reduced installation work load.
Description
Technical Field
The utility model relates to a building technical field that rectifies, concretely relates to assembly quality of stake is locked temporarily to pressure stake.
Background
The bearing capacity and stability of the building foundation are soil mechanics requirements which must be met by the whole building in safe use, and the main factor directly influences the safe and normal use of the existing building structure. However, due to the fact that discrete geology of foundation exploration data is not explored, construction management and the like, building construction is carried out blindly or by experience, particularly, urban building construction is common, building construction is higher and higher, and potential safety hazards of buildings are larger and larger, so that the building structure inclination phenomenon occurs in building or construction of the building, and normal and safe use of the building is affected.
The technology for solving the safety problem of the inclined structure of the building structure is more, for example: the method comprises the following steps of adopting a forced landing method such as a soil digging method, a counterweight method, a silt flushing method and the like, a jacking displacement method, a corresponding static pressure pile and jacking technology and the like, adopting corresponding inclination correcting technologies according to different geology and surrounding environments of a building, adopting a static pressure anchor rod pile to carry out integral inclination correction of the building, wherein the inclination correcting temporary pile locking is the key point of building and construction safety, the traditional temporary pile locking process is complex, the used building structure is more, the installation workload is larger, and the economic benefit is not high.
Disclosure of Invention
In order to overcome the shortcoming and the deficiency that exist among the prior art, the utility model aims to provide an assembly quality of interim lock stake of portable pile pressing.
The purpose of the utility model is realized through the following technical scheme: the utility model provides an assembly quality of interim lock stake of pile pressing, includes building foundation, the activity wears to locate building foundation's support stake, connects building foundation and support stake lock stake mechanism and is used for jacking building foundation's climbing mechanism, lock stake mechanism including the pile pressing dowel steel muscle with set up in the first bearing member at the top of support stake, climbing mechanism set up in the top of first bearing member, the one end of pile pressing dowel steel muscle is implanted building foundation, the other end of pile pressing dowel steel muscle lock in first bearing member.
Preferably, the anchor bars of the pressing piles are n-shaped, and the first bearing members are i-shaped steel.
Preferably, the assembling device further comprises a first backing plate clamped between the first bearing member and the jacking mechanism.
Preferably, the jacking mechanism comprises a jacking anchor bar, a second bearing member and a jack clamped between the first bearing member and the second bearing member, one end of the jacking anchor bar is implanted into the building foundation, and the other end of the jacking anchor bar is locked on the second bearing member.
Preferably, the jacking anchor bar is n-shaped, and the second bearing component is I-shaped steel.
Preferably, the mounting device further comprises a second backing plate interposed between the jack and the second load bearing member.
Preferably, the building foundation is an original foundation or a newly poured foundation; the support pile is a steel pipe pile or a precast pile.
The beneficial effects of the utility model reside in that: the utility model discloses an assembly quality of pile pressing temporary locking pile adopts pile pressing anchor bar and the cooperation of first bearing member, and the building basis is implanted to the one end of pile pressing anchor bar, and the other end of pile pressing anchor bar locks in first bearing member, makes to support the stake via building basis and avoids supporting a bounce-back after impressing the underground to realize temporary locking pile effect, its structure is simpler, has reduced installation work load.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
fig. 2 is a schematic structural diagram of another view angle of the present invention.
The reference signs are: 1. building foundations; 2. supporting piles; 3. a pile locking mechanism; 31. pressing pile anchor bars; 32. a first load bearing member; 4. a jacking mechanism; 41. jacking anchor bars; 42. a second load bearing member; 43. a jack; 5. a first backing plate; 6. a second backing plate.
Detailed Description
In order to facilitate understanding of those skilled in the art, the present invention will be further described with reference to the following examples and accompanying drawings, which are not intended to limit the present invention.
As shown in fig. 1-2, an assembling device for pile pressing temporary locking includes a building foundation 1, a supporting pile 2 movably disposed on the building foundation 1, a pile locking mechanism 3 connecting the building foundation 1 and the supporting pile 2, and a jacking mechanism 4 for jacking the building foundation 1, where the pile locking mechanism 3 includes a pile pressing anchor bar 31 and a first bearing member 32 disposed on the top of the supporting pile 2, the jacking mechanism 4 is disposed on the top of the first bearing member 32, one end of the pile pressing anchor bar 31 is implanted into the building foundation 1, and the other end of the pile pressing anchor bar 31 is locked to the first bearing member 32.
This assembly quality of pile temporary locking of pile presses adopts pile pressing anchor bar 31 and first bearing member 32 cooperation, and building foundation 1 is implanted to pile pressing anchor bar 31's one end, and pile pressing anchor bar 31's the other end locks in first bearing member 32, makes 2 backs of avoiding supporting pile 2 via building foundation 1 impresses the underground to realize the pile temporary locking effect, its structure is simpler, has reduced installation work load.
In this embodiment, the anchor bar 31 is n-shaped, and the first load-bearing member 32 is i-shaped steel.
By adopting the technical scheme, the situation that the supporting pile 2 rebounds after being pressed into the ground through the building foundation 1 is limited.
In this embodiment, the mounting device further comprises a first tie plate 5 interposed between the first bearing member 32 and the jacking mechanism 4.
By adopting the technical scheme, the bearing stress area of the first bearing component 32 is enlarged, and the first bearing component 32 is prevented from deforming in the jacking process of the building foundation 1.
In this embodiment, the jacking mechanism 4 includes a jacking anchor bar 41, a second bearing member 42, and a jack 43 interposed between the first bearing member 32 and the second bearing member 42, wherein one end of the jacking anchor bar 41 is embedded in the building foundation 1, and the other end of the jacking anchor bar 41 is locked to the second bearing member 42.
By adopting the technical scheme, in the jacking process, the jack 43 jacks the second bearing component 42, and as one end of the jacking anchor bar 41 is implanted into the building foundation 1 and the other end of the jacking anchor bar 41 is locked on the second bearing component 42, the building foundation 1 is jacked integrally.
In this embodiment, the jacking anchor bar 41 is n-shaped, and the second bearing member 42 is i-shaped steel.
By adopting the technical scheme, one end of the jacking anchor bar 41 is embedded into the building foundation 1, and the other end of the jacking anchor bar 41 is sleeved on the second bearing component 42, so that the building foundation 1 is jacked more stably.
In this embodiment, the assembly device further comprises a second tie plate 6 interposed between the jack 43 and the second bearing member 42.
By adopting the technical scheme, the bearing stress area of the second bearing member 42 is enlarged, and the deformation of the second bearing member 42 in the jacking process of the jack 43 is avoided.
In this embodiment, the building foundation 1 is an original foundation or a newly poured foundation; the support pile 2 is a steel pipe pile or a precast pile. Preferably, the building foundation 1 is an original foundation; the support pile 2 is a steel pipe pile.
The above-mentioned embodiment is the utility model discloses the implementation of preferred, in addition, the utility model discloses can also realize by other modes, not deviating from the utility model discloses any obvious replacement is all within the protection scope under the prerequisite of design.
Claims (7)
1. The utility model provides an assembly quality of stake temporary lock stake which characterized in that: including building foundation, the activity wear to locate building foundation's support pile, connect building foundation and support pile's lock pile mechanism and be used for jacking building foundation's climbing mechanism, lock pile mechanism including the pile pressing anchor bar with set up in the first bearing member at the top of support pile, climbing mechanism set up in first bearing member's top, the one end of pile pressing anchor bar is implanted building foundation, the other end of pile pressing anchor bar lock in first bearing member.
2. The assembling device for pile-pressing temporary locking pile according to claim 1, characterized in that: the pile pressing anchor bar is n-shaped, and the first bearing component is I-shaped steel.
3. The assembling device for pile-pressing temporary locking pile according to claim 1, characterized in that: the assembling device further comprises a first base plate clamped between the first bearing member and the jacking mechanism.
4. The assembling device for pile-pressing temporary locking pile according to claim 1, characterized in that: the jacking mechanism comprises a jacking anchor bar, a second bearing component and a jack clamped between the first bearing component and the second bearing component, one end of the jacking anchor bar is implanted into the building foundation, and the other end of the jacking anchor bar is locked on the second bearing component.
5. The pile-driving temporary locking assembling device according to claim 4, wherein: the jacking anchor bar is n-shaped, and the second bearing component is I-shaped steel.
6. The pile-driving temporary locking assembling device according to claim 4, wherein: the assembling device further comprises a second base plate clamped between the jack and the second bearing member.
7. The assembling device for pile-pressing temporary locking pile according to claim 1, characterized in that: the building foundation is an original foundation or a newly poured foundation; the support pile is a steel pipe pile or a precast pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022680040.9U CN214363685U (en) | 2020-11-18 | 2020-11-18 | Assembly quality of interim lock stake of pile pressing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022680040.9U CN214363685U (en) | 2020-11-18 | 2020-11-18 | Assembly quality of interim lock stake of pile pressing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214363685U true CN214363685U (en) | 2021-10-08 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022680040.9U Active CN214363685U (en) | 2020-11-18 | 2020-11-18 | Assembly quality of interim lock stake of pile pressing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214363685U (en) |
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2020
- 2020-11-18 CN CN202022680040.9U patent/CN214363685U/en active Active
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