CN110130426A - A kind of new steel structure factory building foundation reinforcing device and method - Google Patents
A kind of new steel structure factory building foundation reinforcing device and method Download PDFInfo
- Publication number
- CN110130426A CN110130426A CN201910475463.6A CN201910475463A CN110130426A CN 110130426 A CN110130426 A CN 110130426A CN 201910475463 A CN201910475463 A CN 201910475463A CN 110130426 A CN110130426 A CN 110130426A
- Authority
- CN
- China
- Prior art keywords
- steel structure
- factory building
- structure factory
- building foundation
- new steel
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/04—Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D37/00—Repair of damaged foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
Abstract
The invention belongs to reinforcing grade beam technical fields, disclose a kind of new steel structure factory building foundation reinforcing device and method, steel column is mounted on basic short column, ground beam is poured in basic short column top side, it is substantially flush on the left of indoor reinforced concrete terrace close to basic short column, ground beam and top surface, ground beam waist location is equipped with anchor pole.More anchor poles are squeezed into the grade beam end on footing foundation top of the present invention, by the additional levels pulling force of anchor pole balanced basis, reduce bottom of foundation moment of flexure, meet the requirements basic stress；Anchor pole is seamless steel pipe or common joint bar grouting rock bolt.The present invention carries out bolt anchorage method and reinforces position, common joint bar grouting rock bolt, seamless steel pipe grouted anchor bar, the grade beam end punching on footing foundation top；It is easy for construction, simply；It is not required to excavation foundation just and can be carried out reinforcing.
Description
Technical field
The invention belongs to reinforcing grade beam technical field more particularly to a kind of new steel structure factory building foundation bracing means and
Method.
Background technique
Currently, the immediate prior art: after workshop newly increased load, foundation bearing capacity is unsatisfactory for requiring, and general use adds
Big bottom of foundation area method and grouting and reinforcing method increase bottom of foundation area method and need to excavate basis, again reinforcement, casting concrete.
Construction time is long, and construction risk is big, and investment is high.Grouting and reinforcing method is with the compactness, permeability and compression strength that change soil layer
Purpose increases soil layer under basis by caking property and compression strength, thus solid base, protection structures, but the expansion of this method slurries
It is not easy to control to dissipate radius, reinforces groundwork bearing capacity and is not easy quantitative analysis, grouting process is complicated, and grouting amount is big, costly.
In conclusion problem of the existing technology is:
(1) prior art construction is cumbersome.It needs excavation foundation just and can be carried out reinforcing, cause time-consuming and laborious.
(2) consolidated subsoil effect is not easy to control, and project amount is big, costly.
Solve the difficulty of above-mentioned technical problem: duration, cost, quality are not easy to control.
It solves the problems, such as the meaning of above-mentioned technical problem: handling ground well, not only whether the built engineering of relationship is reliable, Er Qieguan
It is the size of built construction investment；Ground problem is handled well with preferable economic benefit；Improving basement process level can guarantee
Construction quality accelerates engineering construction speed, saves engineering construction investment.
Summary of the invention
In view of the problems of the existing technology, the present invention provides a kind of new steel structure factory building foundation bracing means and sides
Method.
The invention is realized in this way a kind of new steel structure factory building foundation bracing means, the new steel structure workshop
Strengthening of foundation device is provided with
Steel column is mounted on basic short column, and ground beam pours tight on the left of basic short column top side, indoor reinforced concrete terrace
Adjacent basis short column, ground beam and top surface are substantially flush, and are equipped with anchor pole on ground beam waist location.
Another object of the present invention is to provide a kind of based on the novel of the new steel structure factory building foundation bracing means
Steel-structure factory building strengthening of foundation method, the new steel structure factory building foundation reinforcement means include: the ground on footing foundation top
Base beam-ends head squeezes into more anchor poles, passes through the additional levels pulling force of anchor pole balanced basis.
Further, anchor pole is seamless steel pipe or common joint bar grouting rock bolt.
The new steel structure factory building foundation reinforcement means further comprises:
The drilling of grade beam waist location, hole location avoid stirrup position, are put into reinforced anchor bolt, are in the milk, end sealing off and covering anchorage；
If the soil body is not easy pore-forming, using seamless steel pipe grouted rock bolt, steel pipe tube body opens quincunx injected hole, and steel pipe is in place
Afterwards, pressure injection cement slurry is filled steel pipe is inside and outside, keeps steel pipe integral in conjunction with the soil body.
Implement the novel of the new steel structure factory building foundation reinforcement means another object of the present invention is to provide a kind of
Steel-structure factory building.
In conclusion advantages of the present invention and good effect are as follows: the present invention carries out bolt anchorage method and reinforces position, general
Logical joint bar grouting rock bolt, seamless steel pipe grouted anchor bar, the grade beam end punching on footing foundation top.It is easy for construction, simply；
It is not required to excavation foundation just and can be carried out reinforcing.Consolidation effect is easy to control, short time limit, and expense is low.
The comparison of strengthening of foundation distinct methods
| Reinforcement means | Duration (day) | Expense (member) |
| Increase bottom of foundation area method | 20~30 | 1000~1500 |
| Grouting and reinforcing method | 15~20 | 600~1000 |
| The method of the present invention | 5~10 | 400~700 |
Detailed description of the invention
Fig. 1 is the structural schematic diagram of new steel structure factory building foundation bracing means provided in an embodiment of the present invention；
Fig. 2 is the structural schematic diagram of anchor pole provided in an embodiment of the present invention；
In figure: 1, steel column；2, indoor reinforced concrete terrace；3, basic short column；4, ground beam；5, anchor pole.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiments, to the present invention
It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to
Limit the present invention.
In the prior art, after steel-structure factory building installation photovoltaic panel, foundation bearing capacity is unsatisfactory for requiring.Prior art construction is numerous
It is trivial.It needs excavation foundation just and can be carried out reinforcing.It causes time-consuming and laborious.To solve the above problems, below with reference to concrete scheme to this hair
It is bright to be described in detail.
As depicted in figs. 1 and 2, new steel structure factory building foundation bracing means provided in an embodiment of the present invention includes: steel column
1, indoor reinforced concrete terrace 2, basic short column 3, ground beam 4, anchor pole 5.
Steel column 1 is mounted on basic short column 3, and ground beam 4 is poured in basic 3 top side of short column, and indoor reinforced concrete terrace 2 is left
Side is substantially flush close to basic short column 3, ground beam 4 and top surface, and 4 waist location of ground beam is equipped with anchor pole 5.
Certain single span steel-structure factory building, span 28m, column install photovoltaic panel load 0.15kN/ ㎡, footing foundation top additional away from 7m
The grade beam end at end need to squeeze into the common joint bar anchor pole (14 reinforcing bar of diameter) of two 3m long, pass through the additional of anchor pole balanced basis
Horizontal pull reduces bottom of foundation moment of flexure, meets the requirements basic stress.
The invention will be further described combined with specific embodiments below.
In new steel structure factory building foundation reinforcement means provided in an embodiment of the present invention, the drilling of grade beam waist location is bored
Kong Qianxian uses Instrument measuring ground beam stirrup position, and hole location avoids stirrup position, is put into anchor pole (14 reinforcing bar of diameter), anchor pole is long
3m, grouting, end sealing off and covering anchorage.If geology is weak soil, it is not easy pore-forming, then uses long 3m diameter 50mm seamless steel pipe grouted anchor bar, steel
Pipe tube body aperture diameterQuincuncial arrangement (pitch-row 100mm) injected hole, after steel pipe is in place, with the slip casing by pressure of 0.5MPa, water
The mud ratio of mud is 0.5:1, fills steel pipe is inside and outside, keeps steel pipe integral in conjunction with the soil body.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.
Claims (5)
1. a kind of new steel structure factory building foundation bracing means, which is characterized in that the new steel structure factory building foundation reinforces dress
It sets and is provided with
Steel column is mounted on basic short column, and ground beam pours on the left of basic short column top side, indoor reinforced concrete terrace close to base
Plinth short column, ground beam and top surface are substantially flush, and ground beam waist location is equipped with anchor pole.
2. a kind of new steel structure factory building foundation based on new steel structure factory building foundation bracing means described in claim 1 is reinforced
Method, which is characterized in that the new steel structure factory building foundation reinforcement means includes: the grade beam end on footing foundation top
More anchor poles are squeezed into, the additional levels pulling force of anchor pole balanced basis is passed through.
3. new steel structure factory building foundation reinforcement means as claimed in claim 2, which is characterized in that anchor pole be seamless steel pipe or
Common joint bar grouting rock bolt.
4. new steel structure factory building foundation reinforcement means as claimed in claim 2, which is characterized in that the new steel structure factory
Foundations plinth reinforcement means further comprises:
The drilling of grade beam waist location, hole location avoid stirrup position, are put into reinforced anchor bolt, are in the milk, end sealing off and covering anchorage；
If the soil body is not easy pore-forming, using seamless steel pipe grouted rock bolt, steel pipe tube body opens quincunx injected hole, after steel pipe is in place, pressure
Power injects cement slurry, fills steel pipe is inside and outside, keeps steel pipe integral in conjunction with the soil body.
5. a kind of new steel structure for implementing new steel structure factory building foundation reinforcement means described in claim 2~4 any one
Workshop.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910475463.6A CN110130426A (en) | 2019-06-03 | 2019-06-03 | A kind of new steel structure factory building foundation reinforcing device and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910475463.6A CN110130426A (en) | 2019-06-03 | 2019-06-03 | A kind of new steel structure factory building foundation reinforcing device and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110130426A true CN110130426A (en) | 2019-08-16 |
Family
ID=67579861
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910475463.6A Pending CN110130426A (en) | 2019-06-03 | 2019-06-03 | A kind of new steel structure factory building foundation reinforcing device and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110130426A (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DD299388A7 (en) * | 1990-08-01 | 1992-04-16 | Schroeder,Karl,De | ARRANGEMENT OF LOAD TRANSFER AND LOAD TAKE-UP ELEMENTS FOR BEGINNING AND INCREASING THE SAFETY OF EXISTING BUILDINGS |
| CN103147454A (en) * | 2013-03-01 | 2013-06-12 | 江苏九鼎环球建设科技集团有限公司 | Pre-fabricated foundation structure of steel structure factory building |
| CN205205886U (en) * | 2015-12-02 | 2016-05-04 | 中国电建集团贵阳勘测设计研究院有限公司 | Underground factory building rock anchor beam reinforced structure |
-
2019
- 2019-06-03 CN CN201910475463.6A patent/CN110130426A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DD299388A7 (en) * | 1990-08-01 | 1992-04-16 | Schroeder,Karl,De | ARRANGEMENT OF LOAD TRANSFER AND LOAD TAKE-UP ELEMENTS FOR BEGINNING AND INCREASING THE SAFETY OF EXISTING BUILDINGS |
| CN103147454A (en) * | 2013-03-01 | 2013-06-12 | 江苏九鼎环球建设科技集团有限公司 | Pre-fabricated foundation structure of steel structure factory building |
| CN205205886U (en) * | 2015-12-02 | 2016-05-04 | 中国电建集团贵阳勘测设计研究院有限公司 | Underground factory building rock anchor beam reinforced structure |
Non-Patent Citations (1)
| Title |
|---|
| 柴维斯等: "条形基础新加固方法研究", 《广东工业大学学报》 * |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190816 |