CN106049410A - Underground soil layer reinforcing method of building construction - Google Patents
Underground soil layer reinforcing method of building construction Download PDFInfo
- Publication number
- CN106049410A CN106049410A CN201610423407.4A CN201610423407A CN106049410A CN 106049410 A CN106049410 A CN 106049410A CN 201610423407 A CN201610423407 A CN 201610423407A CN 106049410 A CN106049410 A CN 106049410A
- Authority
- CN
- China
- Prior art keywords
- construction
- support ring
- reinforcing bar
- reinforcement cage
- concrete column
- Prior art date
- 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
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
Abstract
The invention discloses an underground soil layer reinforcing method of building construction. By the adoption of a reinforcement cage structure, the better anti-shearing force effect can be achieved. By the adoption of a membrane structure, gas or liquid between underground soil layers between adjacent concrete columns can flow relatively, the pressure reduction effect is achieved, and the structure stability is improved easily.
Description
Technical field
The present invention relates to a kind of construction sub-surface reinforcement means.
Background technology
In building construction process, during underground space instability, building structure can be caused unstable, the antidetonation of impact building
Property.Gas or the situation of liquid flowing, supporting construction meeting in work progress that underground reinforces generally is had due to the underground space
Affect the flowing of gas or liquid, can cause under long term damaging for the structure partial of ground prop and affecting its intensity.
Summary of the invention
It is an object of the invention to provide a kind of construction sub-surface reinforcement means, it is possible to improve prior art and exist
Problem, by use reinforcement cage structure, it is possible to there is more preferable anti-shearing force effect, use membrane configuration, it is possible to make simultaneously
The adjacent gas between the sub-surface between concrete column or liquid phase are to flowing, it is achieved the effect of decompression, contribute to
Improve the stability of structure.
The present invention is achieved through the following technical solutions:
A kind of construction sub-surface reinforcement means, it is characterised in that: comprise the following steps:
S1: arrange counter bore structure in construction surface, makes to arrange several equidistant cylindrical bore in construction surface so that it is even depth
Arrange；
S2: install steel reinforcement cage, by wait height reinforcement cage structure be placed in counter bore structure, make steel reinforcement cage external diameter be equal to counterbore
Internal diameter；
S3: cast concrete column, pours into a mould concrete column inside steel reinforcement cage, and in casting process, installation settings has barrier film
Stainless steel tube structure, make the height of the concrete column height more than steel reinforcement cage；
S4: install beam structure, be fixed on above concrete column by arranging reeded beam structure, make concrete column position
In the middle part of groove structure, steel reinforcement cage is made to be positioned at groove.
Further, for the present invention is better achieved, every reinforcing bar of described steel reinforcement cage is provided with in hollow
Ring-type support ring, described support ring one end is fixedly connected on described reinforcing bar upper end, described support ring other end end face
It is positioned at below described groove inner top side face.
Further, for the present invention is better achieved, described support ring is that reinforcing bar is bent to form circulus, described
Support ring be provided with cross bar away from described reinforcing bar one end end face, the axis of described cross bar is perpendicular to described reinforcing bar,
Described cross bar lower surface is welded on described support ring upper surface, and described cross bar upper surface is fitted in described groove
On upper surface, side.
Further, for the present invention is better achieved, described crossbeam is that corrosion resistant plate is made.
The present invention compared with prior art, has the advantages that
The present invention is by arranging reinforcement cage structure, it is possible to increase overall structure bears the effect of cross shear, uses mixed simultaneously
Solidifying soil column structure, is favorably improved integrally-built compressive property, when there is gas or liquid stream in underground construction face, permissible
Flowed by the barrier film being arranged in concrete column body, it is to avoid concrete column one side is affected and affects its life-span, meanwhile,
Present invention employs stainless steel tube structure as supporting construction, it is to avoid impaired for installing the breather of barrier film in casting process,
Meanwhile, when by External Force Acting, it is possible to increase its compressive property.
Accompanying drawing explanation
In order to be illustrated more clearly that the technical scheme of the embodiment of the present invention, below by embodiment required use attached
Figure is briefly described, it will be appreciated that the following drawings illustrate only certain embodiments of the present invention, and it is right to be therefore not construed as
The restriction of scope, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to according to this
A little accompanying drawings obtain other relevant accompanying drawings.
Fig. 1 is overall structure schematic diagram of the present invention.
Wherein: 101. counter bore structures, 102. steel reinforcement cages, 103. concrete columns, 104. crossbeams, 105. grooves, 106. lead to
Hole, 107. stainless steel tubes, 108. breather pipe structures, 109. barrier films, 110. support rings, 111. cross bars.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention is described in further detail, but embodiments of the present invention are not limited to
This.
Embodiment 1:
As it is shown in figure 1, a kind of construction sub-surface reinforcement means, it is characterised in that: comprise the following steps:
S1: arrange counter bore structure in construction surface, makes to arrange several equidistant cylindrical bore in construction surface so that it is even depth
Arrange；
S2: install steel reinforcement cage, by wait height reinforcement cage structure be placed in counter bore structure, make steel reinforcement cage external diameter be equal to counterbore
Internal diameter；
S3: cast concrete column, pours into a mould concrete column inside steel reinforcement cage, and in casting process, installation settings has barrier film
Stainless steel tube structure, make the height of the concrete column height more than steel reinforcement cage；
S4: install beam structure, be fixed on above concrete column by arranging reeded beam structure, make concrete column position
In the middle part of groove structure, steel reinforcement cage is made to be positioned at groove.
Further, for the present invention is better achieved, every reinforcing bar of described steel reinforcement cage is provided with in hollow
Ring-type support ring, described support ring one end is fixedly connected on described reinforcing bar upper end, described support ring other end end face
It is positioned at below described groove inner top side face.
Further, for the present invention is better achieved, described support ring is that reinforcing bar is bent to form circulus, described
Support ring be provided with cross bar away from described reinforcing bar one end end face, the axis of described cross bar is perpendicular to described reinforcing bar,
Described cross bar lower surface is welded on described support ring upper surface, and described cross bar upper surface is fitted in described groove
On upper surface, side.
Further, for the present invention is better achieved, described crossbeam is that corrosion resistant plate is made.
The present invention is by arranging reinforcement cage structure, it is possible to increase overall structure bears the effect of cross shear, adopts simultaneously
Use concrete column structure, be favorably improved integrally-built compressive property, when there is gas or liquid stream in underground construction face,
Can be flowed by the barrier film being arranged in concrete column body, it is to avoid concrete column one side is affected and affects its life-span,
Meanwhile, present invention employs stainless steel tube structure as supporting construction, it is to avoid for installing the breather of barrier film in casting process
Impaired, meanwhile, when by External Force Acting, it is possible to increase its compressive property.
In order to avoid, under external forces, the reinforcing bar upper end of steel reinforcement cage acts directly on groove inner wall, the present embodiment
In, it is preferable that it is provided with the structure of cushioning effect power, every reinforcing bar of described steel reinforcement cage 102 is provided with in hollow
Ring-type support ring 110, described support ring 110 one end is fixedly connected on described reinforcing bar upper end, and described support ring 110 is another
One end end face is positioned at below described groove 105 inner top side face.
Processing for convenience, in the present embodiment, described support ring 110 is bent to form circulus for reinforcing bar, described
Support ring 110 away from being provided with cross bar 111 on described reinforcing bar one end end face, the axis of described cross bar 111 is perpendicular to institute
The reinforcing bar stated, described cross bar 111 lower surface is welded on described support ring 110 upper surface, described cross bar 111 upper surface
It is fitted on described groove 105 inner top side face.By using supporting ring structure, it is possible to when crossbeam is by active force, logical
Cross ring-type supporting ring structure to be deformed, applied external force is buffered, it is possible to be effectively improved integrally-built shock resistance
Energy.
Install for convenience, in the present embodiment, it is preferable that described crossbeam 104 is made for corrosion resistant plate.Earth pillar body can be coagulated
It is positioned in the middle part of groove structure, makes steel reinforcement cage be positioned at groove.
The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, for the skill of this area
For art personnel, the present invention can have various modifications and variations.All within the spirit and principles in the present invention, that is made any repaiies
Change, equivalent, improvement etc., should be included within the scope of the present invention.
Claims (8)
1. a construction sub-surface reinforcement means, it is characterised in that: comprise the following steps:
S1: arrange counter bore structure in construction surface, makes to arrange several equidistant cylindrical bore in construction surface so that it is even depth
Arrange；
S2: install steel reinforcement cage, by wait height reinforcement cage structure be placed in counter bore structure, make steel reinforcement cage external diameter be equal to counterbore
Internal diameter；
S3: cast concrete column, pours into a mould concrete column inside steel reinforcement cage, and in casting process, installation settings has barrier film
Stainless steel tube structure, make the height of the concrete column height more than steel reinforcement cage；
S4: install beam structure, be fixed on above concrete column by arranging reeded beam structure, make concrete column position
In the middle part of groove structure, steel reinforcement cage is made to be positioned at groove.
A kind of construction sub-surface reinforcement means the most according to claim 1, it is characterised in that: at described reinforcing bar
The support ring (110) in hollow and annular it is provided with on every reinforcing bar of cage (102).
A kind of construction sub-surface reinforcement means the most according to claim 1, it is characterised in that: described support ring
(110) one end is fixedly connected on described reinforcing bar upper end.
A kind of construction sub-surface reinforcement means the most according to claim 1, it is characterised in that: described support ring
(110) other end end face is positioned at below described groove (105) inner top side face.
A kind of construction sub-surface ruggedized construction the most according to claim 2, it is characterised in that: described support ring
(110) it is that reinforcing bar is bent to form circulus.
A kind of construction sub-surface reinforcement means the most according to claim 1, it is characterised in that: in described support
Ring (110) is away from being provided with cross bar (111) on described reinforcing bar one end end face, the axis of described cross bar (111) is perpendicular to institute
The reinforcing bar stated.
A kind of construction sub-surface reinforcement means the most according to claim 1, it is characterised in that: described cross bar
(111) lower surface is welded on described support ring (110) upper surface, and described cross bar (111) upper surface is fitted in described
On groove (105) inner top side face.
A kind of construction sub-surface ruggedized construction the most according to claim 1, it is characterised in that: described crossbeam
(104) it is that corrosion resistant plate is made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610423407.4A CN106049410A (en) | 2016-06-16 | 2016-06-16 | Underground soil layer reinforcing method of building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610423407.4A CN106049410A (en) | 2016-06-16 | 2016-06-16 | Underground soil layer reinforcing method of building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106049410A true CN106049410A (en) | 2016-10-26 |
Family
ID=57169260
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610423407.4A Pending CN106049410A (en) | 2016-06-16 | 2016-06-16 | Underground soil layer reinforcing method of building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106049410A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62260919A (en) * | 1986-05-07 | 1987-11-13 | Tokyu Constr Co Ltd | Small pile for reinforcing foundation ground to earthquake |
| JP3247652B2 (en) * | 1998-05-19 | 2002-01-21 | 株式会社さとうベネック | Structure settlement control method |
| CN204456058U (en) * | 2015-02-03 | 2015-07-08 | 中冶集团武汉勘察研究院有限公司 | A kind of constructing structure reducing building base subsidence speed |
| CN105544822A (en) * | 2016-01-19 | 2016-05-04 | 吴倩倩 | Anti-corrosion ventilating outer hanging plate structure and installation method thereof |
| CN105544821A (en) * | 2016-01-19 | 2016-05-04 | 吴倩倩 | Anti-seismic outer wall hanging plate and installing method thereof |
| CN105672352A (en) * | 2016-01-19 | 2016-06-15 | 吴倩倩 | Pre-reinforcing structure and pre-reinforcing method for underground space construction |
-
2016
- 2016-06-16 CN CN201610423407.4A patent/CN106049410A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62260919A (en) * | 1986-05-07 | 1987-11-13 | Tokyu Constr Co Ltd | Small pile for reinforcing foundation ground to earthquake |
| JP3247652B2 (en) * | 1998-05-19 | 2002-01-21 | 株式会社さとうベネック | Structure settlement control method |
| CN204456058U (en) * | 2015-02-03 | 2015-07-08 | 中冶集团武汉勘察研究院有限公司 | A kind of constructing structure reducing building base subsidence speed |
| CN105544822A (en) * | 2016-01-19 | 2016-05-04 | 吴倩倩 | Anti-corrosion ventilating outer hanging plate structure and installation method thereof |
| CN105544821A (en) * | 2016-01-19 | 2016-05-04 | 吴倩倩 | Anti-seismic outer wall hanging plate and installing method thereof |
| CN105672352A (en) * | 2016-01-19 | 2016-06-15 | 吴倩倩 | Pre-reinforcing structure and pre-reinforcing method for underground space construction |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161026 |
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| RJ01 | Rejection of invention patent application after publication |