CN111139880A - Displacement control device and method in forced landing deviation correction technology - Google Patents
Displacement control device and method in forced landing deviation correction technology Download PDFInfo
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- CN111139880A CN111139880A CN202010067519.7A CN202010067519A CN111139880A CN 111139880 A CN111139880 A CN 111139880A CN 202010067519 A CN202010067519 A CN 202010067519A CN 111139880 A CN111139880 A CN 111139880A
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- 238000006073 displacement reaction Methods 0.000 title claims abstract description 27
- 238000005516 engineering process Methods 0.000 title claims abstract description 22
- 238000000034 method Methods 0.000 title claims description 11
- 238000012937 correction Methods 0.000 title abstract description 9
- 238000010276 construction Methods 0.000 claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 29
- 239000010959 steel Substances 0.000 claims description 29
- 238000004062 sedimentation Methods 0.000 claims description 19
- 238000004873 anchoring Methods 0.000 claims description 12
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 239000000463 material Substances 0.000 description 7
- 239000002689 soil Substances 0.000 description 4
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000012761 high-performance material Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D35/00—Straightening, lifting, or lowering of foundation structures or of constructions erected on foundations
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Abstract
本发明公开了一种迫降纠偏技术中的位移控制装置，包括刻度锚杆、锚头和封头，封头设于原基础和新增桩的上方，刻度锚杆的下端穿过封头与原基础锚固，锚头与刻度锚杆、封头锚固；在原基础沉降时，原基础带动刻度锚杆、锚头和封头下降，直到封头顶压新增桩，原基础停止沉降，实现对原基础的沉降高度进行控制。施工时，使沉降小的原基础的一侧开始沉降，直到封头顶压新增桩，使得原基础停止沉降而被锁定，此时原基础的两侧的沉降量保持一致而处于水平的状态，从而完成迫降纠偏的目的。本结构能根据所需的沉降量准确地控制原基础沉降小的一侧沉降所需的深度，保证原基础在被迫降纠偏后能处于水平状态，具有结构简单、控制准确和安全可靠的有益效果。
The invention discloses a displacement control device in forced landing rectification technology, comprising a scale anchor rod, an anchor head and a head, the head head is arranged above the original foundation and the newly added pile, and the lower end of the scale anchor rod passes through the head and the original head. The foundation is anchored, and the anchor head is anchored with the scale bolt and head; when the original foundation settles, the original foundation drives the scale bolt, anchor head and head to descend until the head is pressed against the new pile, the original foundation stops settlement, and the original foundation The settling height is controlled. During construction, the side of the original foundation with small settlement starts to settle until the new pile is pressed against the head, so that the original foundation stops settlement and is locked. So as to complete the purpose of forced landing correction. According to the required settlement amount, the structure can accurately control the depth required for the settlement of the side where the settlement of the original foundation is small, so as to ensure that the original foundation can be in a horizontal state after being forced to lower and rectify deviation, and has the beneficial effects of simple structure, accurate control, safety and reliability. .
Description
Technical Field
The invention belongs to the technical field of buildings, and particularly relates to a displacement control device and a control method thereof in forced landing deviation correction technology.
Background
The building structure deviation rectifying technology is a design construction technology for correcting the structural verticality of a building when the verticality deviation exceeds the standard allowance due to some reasons and the use is influenced and potential safety hazards exist due to the inclination of the building, so that the verticality meets the standard requirement.
The commonly used deviation rectifying methods are mainly divided into two types: one is the structural internal correction, namely, the vertical support (such as a column and a wall) of the structure is disconnected, and after the verticality correction is finished, the vertical support is continued, so that the verticality of the building meets the design and national standard requirements; the other is structural external deviation correction, also called forced landing deviation correction, namely, under the condition of not damaging the structure, one side with small settlement is forced to sink by methods of stacking, changing the foundation and the like so as to eliminate and offset the whole settlement difference of the structure and achieve the purpose of deviation correction.
As shown in fig. 1, in the forced landing deviation rectifying technology, because the characteristics of the foundation condition and the soil layer are difficult to grasp, the soil body is easily affected by water, and when the overall mass distribution of the structure is uneven, the situation of overusing often occurs, and the building that originally leans left is constructed and controlled improperly when the forced landing deviation rectifying is performed, and becomes a right inclination instead, resulting in the failure of deviation rectifying.
Disclosure of Invention
The invention aims to solve the problems and provides a displacement control device and a displacement control method in a forced landing deviation rectifying technology, which have simple structure, accurately control the sedimentation amount, and are safe and reliable.
The purpose of the invention can be achieved by adopting the following technical scheme:
a displacement control device in forced landing deviation rectifying technology comprises a scale anchor rod, an anchor head and an end enclosure, wherein the end enclosure is arranged above an original foundation and a newly-added pile, a plurality of through holes are formed in the end enclosure, the lower end of the scale anchor rod penetrates through the through holes and is anchored with the original foundation, and the anchor head is anchored with the scale anchor rod and the end enclosure; when the original foundation subsides, the original foundation drives scale anchor rod, anchor head and head to descend until the head pushes the newly-increased pile, and the original foundation stops subsiding, realizes controlling the settlement height of original foundation.
As a preferred scheme, the lower end of the scale anchor rod is anchored with the original foundation through the embedded steel bars.
As a preferable scheme, the shape of the end socket may be one of a rectangle, an H-shape, a C-shape, a circle and a triangle.
As a preferred scheme, the end socket adopts one of a steel plate, section steel and a steel pipe.
As a preferred scheme, the scale anchor rod is a screw or a steel bar.
Preferably, the anchor head is one of a short steel bar, a special-shaped long steel bar and a steel nut.
As a preferred scheme, the anchor head adopts U-shaped steel bars, and the U-shaped steel bars are welded or anchored with the upper end of the anchoring pull and uplift anchor rod after being crossed and overlapped.
A control method of a displacement control device in forced landing deviation rectifying technology comprises the following steps:
s1, positioning the scaled anchor rod according to the position of the newly added pile;
s2, anchoring the lower end of the scale anchor rod into the newly added pile, and checking that the anchoring of the scale anchor rod meets the requirement;
s4, calculating the sedimentation amount required to be forced to fall on the basis, aligning the through hole of the end enclosure with the scale anchor rod, enabling the scale anchor rod to penetrate through and extend out of the through hole, and installing the end enclosure on corresponding scales of the scale anchor rod according to the sedimentation amount;
s5, anchoring the anchor head with the scale anchor rod and the upper end of the seal head, and tightly clamping the pile top component by the anchor head;
s6, performing forced-landing deviation rectifying construction until the seal head presses the newly-added pile and the original foundation stops settling;
and S7, finishing deviation rectification and protecting the displacement control device.
The implementation of the invention has the following beneficial effects:
1. the displacement control device is arranged on one side with small original foundation settlement. After the settlement amount required to be forced to fall on the side is calculated, aligning the through hole of the end enclosure with the scale anchor rod, enabling the scale anchor rod to penetrate through and extend out of the through hole, and then installing the end enclosure on corresponding scales of the scale anchor rod according to the settlement amount; and then, performing forced landing deviation rectifying construction to enable one side of the original foundation with small sedimentation to start sedimentation until the end socket pushes the newly added pile, so that the original foundation stops sedimentation and is locked to form a displacement controller, wherein the sedimentation amount of the two sides of the original foundation is kept consistent, the original foundation is ensured to be in a horizontal state, and the purpose of forced landing deviation rectifying on the original foundation is achieved. The structure can accurately control the required depth of the small settlement side of the original foundation according to the required settlement amount, ensure that the original foundation can be in a horizontal state after being forced to descend and be corrected, and has the advantages of simple structure, accurate control, safety and reliability.
2. The scale anchor rod, the anchor head and the end socket can be customized and processed in a manufacturer, on-site processing is not needed, the installation and the manufacture are simple, and the construction is rapid and convenient; in addition, the used materials are few, high-power mechanical construction is not needed, a large amount of noise is not generated, and concrete waste is not generated; the concrete is prepared without a large amount of water, so that the water consumption is low, and a large amount of water is saved; the adopted materials are all high-strength and high-performance materials.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic structural diagram of an unnecessary situation in the existing forced landing deviation correcting technology.
FIG. 2 is a schematic structural diagram of a displacement control device in the forced landing deviation rectifying technology of the present invention.
Fig. 3 is a top view of fig. 2.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Examples
Referring to fig. 2 and 3, the embodiment relates to a displacement control device in forced landing deviation rectifying technology, which includes a scale anchor rod 1, an anchor head 2 and an end enclosure 3, wherein the end enclosure 3 is arranged above an original foundation 10 and a newly added pile 11, a plurality of through holes are formed in the end enclosure 3, the lower end of the scale anchor rod 1 penetrates through the through holes and is anchored with the original foundation 10, and the anchor head 2 is anchored with the scale anchor rod 1 and the end enclosure 3; when the original foundation 10 subsides, the original foundation 10 drives the scale anchor rod 1, the anchor head 2 and the seal head 3 to descend until the seal head 3 pushes against the newly-added pile 11, the original foundation 10 stops subsiding, and the control of the subsidence height of the original foundation 10 is realized.
The displacement control device of the present invention is provided on the side where the original foundation 10 is small in sedimentation. After the settlement amount required to be forced to fall on the side is calculated, aligning the through hole of the end enclosure 3 with the scale anchor rod 1, enabling the scale anchor rod 1 to penetrate through and extend out of the through hole, and then installing the end enclosure 3 on corresponding scales of the scale anchor rod 1 according to the settlement amount; and then, performing forced landing deviation rectifying construction to enable one side of the original foundation 10 with small sedimentation to start sedimentation until the seal head 3 presses the newly-added pile 11, so that the original foundation 10 stops sedimentation and is locked to form a displacement controller, wherein the sedimentation amount of the two sides of the original foundation 10 is kept consistent at the moment, the original foundation 10 is ensured to be in a horizontal state, and the purpose of forced landing deviation rectifying on the original foundation 10 is fulfilled. This structure can be according to required settlement volume accurately control former basis 10 and subside the little one side and subside required degree of depth, guarantee former basis 10 can be in the horizontality after being forced to fall to rectify, simple structure has, control is accurate and safe and reliable's advantage, solved among the current forced fall technique of rectifying, because the ground condition, the characteristic of soil layer is difficult to grasp, the soil body receives the influence of water easily, the whole mass distribution of structure is inhomogeneous etc. the condition leads to appearing rectifying the overright condition often, make the building of originally inclining to the left, construction and control are improper when forced to fall to rectify, become the right side on the contrary, lead to rectifying the problem of failure.
The lower end of the scale anchor rod 1 is anchored with the original foundation 10 through the embedded bars, and other modes can be adopted to rigidly connect the scale anchor rod 1 to the original foundation 10.
The shape of the end socket 3 may be one of rectangular, H-shaped, C-shaped, circular and triangular. Of course, the shape of the closure 3 can also be other shapes, for example oval.
The seal head 3 is made of one of a steel plate, section steel and a steel pipe. The end socket 3 may also be of other high strength materials.
The scale anchor rod 1 is a screw or a steel bar, and can also be made of other high-strength anti-drawing materials.
The anchor head 2 is one of a short steel bar, a special-shaped long steel bar and a steel nut, and can also be other high-strength materials.
The anchor head 2 adopts U-shaped steel bars, and the U-shaped steel bars are welded or anchored with the upper end of the anchoring pull and anti-pulling anchor rod after being overlapped in a crossed mode.
The embodiment also provides a control method of the displacement control device in the forced landing deviation rectifying technology, which is characterized by comprising the following steps:
s1, positioning the position of the scale anchor rod 1 according to the position of the newly added pile 11;
s2, anchoring the lower end of the scale anchor rod 1 into the newly added pile 11, and checking that the anchoring of the scale anchor rod 1 meets the requirement;
s4, calculating the required forced falling settlement amount of the original foundation 10, aligning the through hole of the end enclosure 3 with the scale anchor rod 1, enabling the scale anchor rod 1 to penetrate through and extend out of the through hole, and installing the end enclosure 3 on the corresponding scale of the scale anchor rod 1 according to the settlement amount;
s5, anchoring the anchor head 2 with the upper ends of the scale anchor rod 1 and the seal head 3, and tightly clamping the pile top component by the anchor head 2;
s6, performing forced landing deviation rectifying construction until the seal head 3 presses the newly added pile 11 and the original foundation 10 stops settling;
and S7, finishing deviation rectification and protecting the displacement control device.
The method has the following advantages: 1. the construction is convenient and fast, and the construction period is short. The scale anchor rod 1, the anchor head 2 and the end socket 3 can be customized and processed in a manufacturer, field processing is not needed, the installation and the manufacture are simple, and the construction is rapid and convenient;
2. the construction is green and environment-friendly. The used materials are few, high-power mechanical construction is not needed, a large amount of noise is not generated, and concrete waste is not generated; the concrete is prepared without a large amount of water, so that the water consumption is low, and a large amount of water is saved; the adopted materials are all high-strength and high-performance materials.
3. The sedimentation amount can be accurately controlled, and the construction is safe and reliable. Installing the end enclosure 3 on corresponding scales of the scale anchor rod 1 according to the settlement amount; and then, performing forced landing deviation rectifying construction to enable one side of the original foundation 10 with small sedimentation to start sedimentation until the seal head 3 presses the newly-added pile 11, so that the original foundation 10 stops sedimentation and is locked to form a displacement controller, wherein the sedimentation amount of the two sides of the original foundation 10 is kept consistent at the moment, the original foundation 10 is ensured to be in a horizontal state, and the purpose of forced landing deviation rectifying on the original foundation 10 is fulfilled. The structure can accurately control the required depth of the small side settlement of the original foundation 10 according to the required settlement amount, ensure that the original foundation 10 can be in a horizontal state after being forced to descend and rectify deviation, and has the advantages of simple structure, accurate control, safety and reliability.
While the invention has been described in connection with what is presently considered to be the most practical and preferred embodiment, it is to be understood that the invention is not to be limited to the disclosed embodiment, but on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims.
Claims (8)
1. A displacement control device in forced landing deviation rectifying technology is characterized by comprising a scale anchor rod, an anchor head and an end enclosure, wherein the end enclosure is arranged above an original foundation and a newly-added pile, a plurality of through holes are formed in the end enclosure, the lower end of the scale anchor rod penetrates through the through holes and is anchored with the original foundation, and the anchor head is anchored with the scale anchor rod and the end enclosure; when the original foundation subsides, the original foundation drives scale anchor rod, anchor head and head to descend until the head pushes the newly-increased pile, and the original foundation stops subsiding, realizes controlling the settlement height of original foundation.
2. The displacement control device in forced landing deviation rectifying technology as claimed in claim 1, wherein the lower end of the scale anchor rod is anchored with the original foundation through embedded steel bars.
3. The displacement control device in forced landing deviation rectification technology as claimed in claim 1, wherein the shape of the seal head can be one of rectangular, H-shaped, C-shaped, circular and triangular.
4. The displacement control device in forced landing deviation rectification technology as claimed in claim 1, wherein the end socket is one of steel plate, section steel and steel pipe.
5. The displacement control device in forced landing deviation rectification technology as claimed in claim 1, wherein the scale anchor rod is a screw or a steel bar.
6. The displacement control device in forced landing deviation rectification technology as claimed in claim 1, wherein the anchor head is one of a short steel bar, a special-shaped long steel bar and a steel nut.
7. The displacement control device in forced landing deviation rectifying technology as claimed in claim 6, wherein the anchor head is made of U-shaped steel bars, and the U-shaped steel bars are overlapped and then welded or anchored with the upper end of the anchoring pull and uplift anchor rod.
8. The method for controlling the displacement control device in forced landing deviation rectifying technology according to any one of claims 1 to 8, characterized by comprising the following steps:
s1, positioning the scaled anchor rod according to the position of the newly added pile;
s2, anchoring the lower end of the scale anchor rod into the newly added pile, and checking that the anchoring of the scale anchor rod meets the requirement;
s4, calculating the sedimentation amount required to be forced to fall on the basis, aligning the through hole of the end enclosure with the scale anchor rod, enabling the scale anchor rod to penetrate through and extend out of the through hole, and installing the end enclosure on corresponding scales of the scale anchor rod according to the sedimentation amount;
s5, anchoring the anchor head with the scale anchor rod and the upper end of the seal head, and tightly clamping the pile top component by the anchor head;
s6, performing forced-landing deviation rectifying construction until the seal head presses the newly-added pile and the original foundation stops settling;
and S7, finishing deviation rectification and protecting the displacement control device.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010067519.7A CN111139880A (en) | 2020-01-20 | 2020-01-20 | Displacement control device and method in forced landing deviation correction technology |
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| CN202010067519.7A CN111139880A (en) | 2020-01-20 | 2020-01-20 | Displacement control device and method in forced landing deviation correction technology |
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| CN111139880A true CN111139880A (en) | 2020-05-12 |
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| CN202010067519.7A Pending CN111139880A (en) | 2020-01-20 | 2020-01-20 | Displacement control device and method in forced landing deviation correction technology |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459145A (en) * | 2020-11-17 | 2021-03-09 | 山东建筑大学 | Pile foundation support inclination correcting method for frame structure building |
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| CN106120881A (en) * | 2016-08-23 | 2016-11-16 | 上海长凯岩土工程有限公司 | A kind of high-rise correcting and then reinforcing device |
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| CN108978742A (en) * | 2018-09-30 | 2018-12-11 | 兰州理工大学 | One kind cutting stake forced-landing tilt correcting structure, method |
| CN109881723A (en) * | 2019-03-20 | 2019-06-14 | 上海华铸地基技术有限公司 | A kind of comprehensive controllable method for correcting error of anchor jacked pile |
| CN211773973U (en) * | 2020-01-20 | 2020-10-27 | 广东华科大建筑技术开发有限公司 | Displacement control device in forced landing deviation rectifying technology |
-
2020
- 2020-01-20 CN CN202010067519.7A patent/CN111139880A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1177048A (en) * | 1997-07-23 | 1998-03-25 | 夏强 | Controlled construction method and apparatus for rectifying inclined building |
| CN2344479Y (en) * | 1997-07-23 | 1999-10-20 | 夏强 | Controllable deviation-rectifying construction method for leaning building |
| CN106120881A (en) * | 2016-08-23 | 2016-11-16 | 上海长凯岩土工程有限公司 | A kind of high-rise correcting and then reinforcing device |
| CN106193140A (en) * | 2016-08-23 | 2016-12-07 | 上海长凯岩土工程有限公司 | A kind of high-rise correcting and then reinforcing method |
| CN108978742A (en) * | 2018-09-30 | 2018-12-11 | 兰州理工大学 | One kind cutting stake forced-landing tilt correcting structure, method |
| CN109881723A (en) * | 2019-03-20 | 2019-06-14 | 上海华铸地基技术有限公司 | A kind of comprehensive controllable method for correcting error of anchor jacked pile |
| CN211773973U (en) * | 2020-01-20 | 2020-10-27 | 广东华科大建筑技术开发有限公司 | Displacement control device in forced landing deviation rectifying technology |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459145A (en) * | 2020-11-17 | 2021-03-09 | 山东建筑大学 | Pile foundation support inclination correcting method for frame structure building |
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