CN206928345U - Existing skyscraper cuts the load conversion device of stake rectification - Google Patents
Existing skyscraper cuts the load conversion device of stake rectification Download PDFInfo
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- CN206928345U CN206928345U CN201720846034.1U CN201720846034U CN206928345U CN 206928345 U CN206928345 U CN 206928345U CN 201720846034 U CN201720846034 U CN 201720846034U CN 206928345 U CN206928345 U CN 206928345U
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Abstract
The utility model discloses the load conversion device that a kind of existing skyscraper cuts stake rectification, including blocking foundation pile, foundation pile upper end support apron piece, bracket is arranged with foundation pile side, bracket both sides are arranged on foundation pile by Screw arbor with nut at both-ends, bracket and foundation pile contact surface reperfusion structure glue, top apron piece is underpined with hydraulic jack on bracket.The utility model is by the way that the engineering pile of the less side of house foundation settling ratio is blocked, pass through load conversion device, make top-out load safety and be effectively transitioned on existing engineering post, then the jack on bracket is adjusted, it is allowed to flush or substantially flush with settling larger opposite side, so as to reach inclination righting, to reach the safety of skyscraper and normal use.
Description
Technical field
Architectural engineering construction technique field is the utility model is related to, more specifically, it relates to a kind of existing skyscraper
Cut the load conversion device of stake rectification.
Background technology
Due to geology and design and construction are convenient, the engineerings such as inclined building are caused to ask it some times happens that sedimentation is excessive
Topic, in order to ensure that the safety of high-story house and normal use must carry out rectification righting to tilting building basis.Stake is cut on basis
The conversion of the effective method of skyscraper forced-landing tilt correcting, wherein foundation load is to cut the key problem in technology of stake rectification, and load
Conversion depends on load conversion device to implement.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is that providing a kind of existing skyscraper section stake entangles
The load conversion device to incline, effectively by house foundation righting.
Above-mentioned technical purpose of the present utility model technical scheme is that：A kind of existing skyscraper
The load conversion device of stake rectification is cut, including blocks foundation pile, foundation pile upper end support apron piece, is symmetrically set in foundation pile side
There is bracket, bracket both sides are arranged on foundation pile by Screw arbor with nut at both-ends, bracket and foundation pile contact surface reperfusion structure glue, on bracket
Top apron piece is underpined with hydraulic jack.
By using above-mentioned technical proposal, when due to geology and design and construction are convenient, occurring, sedimentation is excessive to be caused
During the engineering problems such as inclined building, it is the engineering pile the less side of house foundation settling ratio that Tall Building Foundation, which cuts stake rectification,
Block, be allowed to flush or substantially flush with settling larger opposite side, so as to reach inclination righting, to reach the peace of skyscraper
Entirely and normal use.
The utility model is further arranged to：Bindiny mechanism is provided between the bracket and apron piece.
By using above-mentioned technical proposal, strengthen the stability between bracket and apron piece, structure is arranged so as to strengthen
Stability.
The utility model is further arranged to：The bindiny mechanism includes the bellows being arranged on apron piece, top spiral shell
Rotation is arranged at the spiral in bellows, and spiral bottom is cased with packing ring, and is fixed by fixing bolt.
It is simple in construction by using above-mentioned technical proposal, convenient disassembly, can conveniently it repeatedly use, economic ring again
Protect.
The utility model is further arranged to：The foundation pile truncated position casting reinforced concrete piling body.
By using above-mentioned technical proposal, foundation pile is effectively fixed, strengthens integrally-built stability.
The utility model is further arranged to：The armored concrete piling body includes the metalling for being arranged on bottom, with
And it is arranged on the plain concrete cushion layer on metalling.
By using above-mentioned technical proposal, metalling has a filling effect, plain concrete cushion layer play well it is levelling, every
From and transitional function.
The utility model is further arranged to：Cystosepiment is provided between the metalling and foundation pile.
By using above-mentioned technical proposal, the setting of cystosepiment effectively avoids rubble from causing to wear to foundation pile, ensures base
Plinth stake it is complete.
The utility model is further arranged to：The bracket is provided with some stiffeners.
By using above-mentioned technical proposal, the setting of stiffener can strengthen the bearing capacity of bracket, make bracket in support mistake
Difficult deformation in journey.
The utility model is further arranged to：The stiffener includes putting more energy into along some the first of the setting of bracket vertical direction
Plate, and along the second horizontally arranged stiffener of bracket
By using above-mentioned technical proposal, the easy flexing deformation of post, beam, and the bearing capacity of its material is not played, this
When add vertical stiffener, equivalent to the rigidity for strengthening beam, make its difficult deformation.Similarly, lateral stiffening plate, horizontal stroke can be strengthened
To load force.
The utility model is further arranged to：Steel cushion block is lined between the foundation pile and apron piece.
By using above-mentioned technical proposal, thickness, high intensity can be effectively controlled, can enhancing structure resistance axle power and moment of flexure
Ability.
In summary, the utility model has the advantages that：
First, by using above-mentioned technical proposal, when due to geology and design and construction are convenient, generation sedimentation is excessive
When causing the engineering problems such as inclined building, it is the work the less side of house foundation settling ratio that Tall Building Foundation, which cuts stake rectification,
Journey stake is blocked, and is allowed to flush or substantially flush with settling larger opposite side, so as to reach inclination righting, to reach skyscraper
Safety and normal use；
Second, being provided with bindiny mechanism between bracket and apron piece, strengthen the stability between bracket and apron piece, so as to increase
The strong stability for arranging structure；
Third, foundation pile truncated position casting reinforced concrete piling body, metalling have filling effect, plain concrete cushion layer
Play levelling, isolation and transitional function well；
Fourth, bracket is put more energy into provided with some, equivalent to the rigidity for strengthening bracket, make its difficult deformation, strengthen bracket
Load force.
Brief description of the drawings
Fig. 1 is the structural representation of the present embodiment；
Fig. 2 is the present embodiment horizontal direction cross section structure schematic diagram.
In figure：1st, foundation pile；2nd, apron piece；3rd, bracket；4th, Screw arbor with nut at both-ends；5th, structure glue；6th, hydraulic jack；7th, connect
Mechanism；71st, bellows；72nd, spiral；73rd, packing ring；74th, fixing bolt；8th, armored concrete piling body；81st, metalling；
82nd, plain concrete cushion layer；83rd, cystosepiment；9th, stiffener；91st, the first stiffener；92nd, the second stiffener.
Embodiment
With reference to the accompanying drawings and examples, the utility model is described in detail.
A kind of existing skyscraper cuts the load conversion device of stake rectification, such as Fig. 1, including the foundation pile 1 blocked, foundation pile
Steel cushion block 10 is lined with 1, in the upper end support apron piece 2 of foundation pile 1, is respectively equipped with what is played a supportive role in 1 liang of side of foundation pile
Bracket 3, bracket 3 are symmetrical arranged, and the quantity of bracket 3 can set up multipair according to demand.
Such as Fig. 2, each pair bracket 3 is connected by Screw arbor with nut at both-ends 4 respectively, and bracket 3 and the contact surface reperfusion structure glue of foundation pile 1
5。
Such as Fig. 1, the both sides of bracket 3 are respectively equipped with some stiffeners 9.Wherein, stiffener 9 includes setting along the vertical direction of bracket 3
Some first stiffeners 91 put, and along the second horizontally arranged stiffener 92 of bracket 3.
Top apron piece 2 is underpined on bracket 3 with hydraulic jack 6 respectively.
Bindiny mechanism 7 is respectively equipped with the both sides of hydraulic jack 6, bindiny mechanism 7 is used to connect bracket 3 and apron piece 2.
Such as Fig. 1, bindiny mechanism 7 includes the bellows 71 being arranged on apron piece 2, spiral is provided with bellows 71
72, the bottom of spiral 72 is cased with packing ring 73, and is fixed on by fixing bolt 74 on bracket 3.
Such as Fig. 1, in the truncated position casting reinforced concrete piling body 8 of foundation pile 1.Armored concrete piling body 8 includes setting
Metalling 81 in bottom, and the plain concrete cushion layer 82 being arranged on metalling 81, and metalling 81 and foundation pile 1 it
Between be provided with cystosepiment 83.
Described above is only preferred embodiment of the present utility model, and the scope of protection of the utility model is not limited merely to
Above-described embodiment, all technical schemes belonged under the utility model thinking belong to the scope of protection of the utility model.It should refer to
Go out, for those skilled in the art, some improvement under the premise of the utility model principle is not departed from and
Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (9)
1. a kind of existing skyscraper cuts the load conversion device of stake rectification, it is characterised in that：Including blocking foundation pile（1）, base
Plinth stake（1）Upper end support apron piece（2）, in foundation pile（1）Side is arranged with bracket（3）, bracket（3）Both sides pass through to drawing spiral shell
Bar（4）It is arranged on foundation pile（1）On, bracket（3）With foundation pile（1）Contact surface reperfusion structure glue（5）, bracket（3）On use hydraulic pressure
Jack（6）Underpin top apron piece（2）.
2. existing skyscraper according to claim 1 cuts the load conversion device of stake rectification, it is characterised in that：The ox
Leg（3）With apron piece（2）Between be provided with bindiny mechanism（7）.
3. existing skyscraper according to claim 2 cuts the load conversion device of stake rectification, it is characterised in that：The company
Connection mechanism（7）Including being arranged at apron piece（2）On bellows（71）, top spiral is arranged at bellows（71）Interior screw-thread steel
Muscle（72）, spiral（72）Bottom is cased with packing ring（73）, and pass through fixing bolt（74）It is fixed.
4. existing skyscraper according to claim 1 cuts the load conversion device of stake rectification, it is characterised in that：The base
Plinth stake（1）Truncated position casting reinforced concrete piling body（8）.
5. existing skyscraper according to claim 4 cuts the load conversion device of stake rectification, it is characterised in that：The steel
Reinforced concrete piling body（8）Metalling including being arranged on bottom（81）, and it is arranged on metalling（81）On plain concrete
Bed course（82）.
6. existing skyscraper according to claim 5 cuts the load conversion device of stake rectification, it is characterised in that：It is described broken
Rock layers（81）With foundation pile（1）Between be provided with cystosepiment（83）.
7. existing skyscraper according to claim 1 cuts the load conversion device of stake rectification, it is characterised in that：The ox
Leg（3）It is provided with some stiffeners（9）.
8. existing skyscraper according to claim 7 cuts the load conversion device of stake rectification, it is characterised in that：It is described to add
Strength plate（9）Including along bracket（3）Some first stiffeners that vertical direction is set（91）, and along bracket（3）Horizontal direction is set
The second stiffener put（92）.
9. existing skyscraper according to claim 1 cuts the load conversion device of stake rectification, it is characterised in that：The base
Plinth stake（1）With apron piece（2）Between be lined with steel cushion block（10）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720846034.1U CN206928345U (en) | 2017-07-13 | 2017-07-13 | Existing skyscraper cuts the load conversion device of stake rectification |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720846034.1U CN206928345U (en) | 2017-07-13 | 2017-07-13 | Existing skyscraper cuts the load conversion device of stake rectification |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206928345U true CN206928345U (en) | 2018-01-26 |
Family
ID=61352898
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720846034.1U Active CN206928345U (en) | 2017-07-13 | 2017-07-13 | Existing skyscraper cuts the load conversion device of stake rectification |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206928345U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356210A (en) * | 2018-11-21 | 2019-02-19 | 兰州理工大学 | A kind of pile foundation building inclination rectification cuts stake and underpins position limiting structure and its construction method |
| CN110080318A (en) * | 2019-04-29 | 2019-08-02 | 兰州理工大学 | A kind of method for correcting error that pile foundation building locally settles |
| CN110905014A (en) * | 2019-12-10 | 2020-03-24 | 中建八局第二建设有限公司 | Construction structure and construction method for underpinning pile foundation |
| CN112302066A (en) * | 2019-10-09 | 2021-02-02 | 兰州理工大学 | Building deviation rectifying structure and deviation rectifying method |
| CN115305939A (en) * | 2022-08-24 | 2022-11-08 | 中冶集团武汉勘察研究院有限公司 | Active pile-raft foundation settlement coordination structure and construction method |
| CN115341778A (en) * | 2022-08-16 | 2022-11-15 | 广东中青建筑科技有限公司 | Building rectification column node reinforcing method |
-
2017
- 2017-07-13 CN CN201720846034.1U patent/CN206928345U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356210A (en) * | 2018-11-21 | 2019-02-19 | 兰州理工大学 | A kind of pile foundation building inclination rectification cuts stake and underpins position limiting structure and its construction method |
| CN109356210B (en) * | 2018-11-21 | 2024-05-07 | 兰州理工大学 | Pile foundation building inclination correction pile interception underpinning limiting structure and construction method thereof |
| CN110080318A (en) * | 2019-04-29 | 2019-08-02 | 兰州理工大学 | A kind of method for correcting error that pile foundation building locally settles |
| CN112302066A (en) * | 2019-10-09 | 2021-02-02 | 兰州理工大学 | Building deviation rectifying structure and deviation rectifying method |
| CN110905014A (en) * | 2019-12-10 | 2020-03-24 | 中建八局第二建设有限公司 | Construction structure and construction method for underpinning pile foundation |
| CN115341778A (en) * | 2022-08-16 | 2022-11-15 | 广东中青建筑科技有限公司 | Building rectification column node reinforcing method |
| CN115341778B (en) * | 2022-08-16 | 2024-05-17 | 广东中青建筑科技有限公司 | Building inclination-correction broken column node reinforcing method |
| CN115305939A (en) * | 2022-08-24 | 2022-11-08 | 中冶集团武汉勘察研究院有限公司 | Active pile-raft foundation settlement coordination structure and construction method |
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