CN107060361A - A kind of wall shock resistance structure reinforcing framework and its reinforcement means - Google Patents
A kind of wall shock resistance structure reinforcing framework and its reinforcement means Download PDFInfo
- Publication number
- CN107060361A CN107060361A CN201710085853.3A CN201710085853A CN107060361A CN 107060361 A CN107060361 A CN 107060361A CN 201710085853 A CN201710085853 A CN 201710085853A CN 107060361 A CN107060361 A CN 107060361A
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- China
- Prior art keywords
- wall
- steelframe
- strip plate
- metal tube
- wire netting
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of wall shock resistance structure reinforcing framework and its reinforcement means, including wall, in addition to it is symmetricly set on the first steelframe and the second steelframe of the wall both sides；Running through on the wall has metal tube；The wall both sides are equipped with wire netting；The upper and lower ends of the wall are sequentially passed through provided with the first strip plate and the second strip plate, the two ends of first steelframe and the second steelframe respectively with the first strip plate and the second strip plate weld.The installation that invention passes through the first steelframe and the second steelframe, the impact strength of the wall can be improved, and two sides of wall are also equipped with wire netting, it can prevent the disintegrating slag that wall is produced when being impacted from splashing, so as to improve the security performance of wall.
Description
Technical field
The invention belongs to technical field of buildings, more particularly to a kind of wall shock resistance structure reinforcing framework and its reinforcing side
Method.
Background technology
In existing wall, be mostly it is brick based on, then spread concrete in the outer surface of fragment of brick, such wall by
During to larger impulsive force, wall can not only be caused damage, and wall it is impaired when produce the splashing of disintegrating slag, can also be to surrounding
Crowd damage.
The content of the invention
The technical problems to be solved by the invention are：For existing wall defect, propose that a kind of wall shock resistance structure adds
Admittedly with framework and its reinforcement means.
In order to solve the above-mentioned technical problem, inventor draws technical scheme by practice and summary for many years, this
A kind of wall shock resistance structure reinforcing framework of disclosure of the invention, including wall, in addition to it is symmetricly set on the wall both sides
The first steelframe and the second steelframe, first steelframe and the second steelframe have more than two；Running through on the wall has metal tube
Part, the metal tube has more than two row；The wall both sides are equipped with wire netting；The upper and lower ends of the wall are sequentially passed through
Provided with the first strip plate and the second strip plate, first strip plate and the second strip plate have more than two, first steelframe
With the two ends of the second steelframe respectively with the first strip plate and the second strip plate weld；The side of second steelframe is provided with and metal
The corresponding sleeve pipe in pipe fitting position, the side of first steelframe is equipped with the connecting rod corresponding with metal tube position, institute
State the one end of connecting rod away from the first steelframe and both pass through metal tube, and extend to the inside of sleeve pipe；And described sleeve pipe passes through lock
Tight screw is fixed with connecting rod, and the both sides of first steelframe and the second steelframe have poured concrete layer.
It is preferred that, in addition to the fixed plate of wall both sides is arranged at, the wire netting is fixedly connected on wall by fixed plate
Body.
It is preferred that, multiple first bonding jumpers and second are provided between adjacent first steelframe of each two or the second steelframe
Bonding jumper, and first bonding jumper arranges in the mode of parallel equidistant, second bonding jumper is in the mode of central crossbar shape
Arrangement.
It is preferred that, filled with buffering foam between the wire netting and the first steelframe or the second steelframe.
The invention also discloses a kind of reinforcement means of wall shock resistance structure reinforcing framework, comprise the following steps：
S1, Job readiness：
The position that needs are drilled is positioned and marked on wall；
S2, wall body hole：
The point having been had good positioning using boring bar tool to wall is drilled, and wall is drilled through, and the corner of drilling is entered
Row polishes processing；
S3, pipe fitting are installed：
After the corner of drilling has been handled, metal tube is inserted in the inside of drilling, and between metal tube and drilling
Gap fill concrete；
S4, wire netting are installed：
After metal tube is installed, wire netting is laid in two sides of wall, and pass through fixed plate and lock-screw
It is fixed, so as to be compressed to wire netting, is finally cut out in the side of wire netting using instrument and metal tube with wall
The opening of part connection, and to carrying out consolidation process at the opening of wire netting；
S5, steelframe are installed：
First strip plate and the second strip plate are first plugged on to the upper and lower ends of wall respectively, then by the first steelframe and
Two steelframes are welded between the first strip plate and the second strip plate, after steelframe is welded, to each the first adjacent steelframe or
The first bonding jumper and the second bonding jumper are welded between second steelframe；
S6, filling cushion：
Filled between steelframe and wire netting and completely buffer foam；
S7, concreting：
The required concrete area poured is measured and positioned, then the template poured is installed, is prepared simultaneously
Concrete, the finally gap by Concrete Filled between template and wall；
S8, round-off work：
Building waste around construction site is cleared up, by the instrument and transport of materials used in reinforcing and deposited
Storage.
It is preferred that, in the S7, template is removed after needing to wait for concrete setting shaping, and to the surface of concrete
Progress is watered maintenance.
Compared with prior art, the present invention can obtain following technique effect：
Invention can improve the impact strength of the wall by the installation of the first steelframe and the second steelframe,
And two sides of wall are also equipped with wire netting, it can prevent the disintegrating slag that wall is produced when being impacted from splashing, so that
Improve the security performance of wall.
Further, buffering foam can play shock resistance effect.
Further, reinforcement means installation effectiveness of the invention is high, can effectively utilize the wall confined space.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the accompanying drawing used required in technology description to be briefly described, it should be apparent that, come for those of ordinary skill in the art
Say, on the premise of not paying creative work, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is a kind of structural representation of wall shock resistance structure reinforcing framework.
Fig. 2 is a kind of steel frame construction schematic diagram of wall shock resistance structure reinforcing framework.
Wherein：1. buffer foam；2. the second steelframe；3. concrete layer；4. sleeve pipe；5. the first strip plate；6. fixed plate；7.
Metal tube；8. wire netting；9. connecting rod；10. wall；11. the first steelframe；12. the first bonding jumper；13. the second bonding jumper；
14. the second strip plate.
Embodiment
In order to make the purpose , technical scheme and advantage of the present invention be 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.
Below in conjunction with the accompanying drawings and specific embodiment to the present invention application principle be further described.
Embodiment one
As illustrated in fig. 1 and 2.A kind of wall shock resistance structure reinforcing framework, including wall 10, in addition to be symmetricly set on
The first steelframe 11 and the second steelframe 2 of the both sides of wall 10, the steelframe 2 of the first steelframe 11 and second have more than two；Institute
State through there is metal tube 7 on wall 10, the metal tube 7 has more than two row；The both sides of wall 10 are equipped with wire netting
8；The upper and lower ends of the wall 10 are sequentially passed through provided with the first strip plate 5 and the second strip plate 14, the He of the first strip plate 5
Second strip plate 14 has more than two, the two ends of the steelframe 2 of the first steelframe 11 and second respectively with the first strip plate 5 and second
Strip plate 14 is welded；The side of second steelframe 2 is provided with the sleeve pipe 4 corresponding with the position of metal tube 7, first steelframe
11 side is equipped with the connecting rod 9 corresponding with the position of metal tube 7, the one end of the connecting rod 9 away from the first steelframe 11
Metal tube 7 is both passed through, and extends to the inside of sleeve pipe 4；It is described and described sleeve pipe 4 is fixed by lock-screw with connecting rod 9
The both sides of first steelframe 11 and the second steelframe 2 have poured concrete layer 3.
Wherein：Also include the fixed plate 6 for being arranged at wall both sides, the wire netting 8 is fixedly connected on wall by fixed plate 6
Body；Multiple bonding jumpers of first bonding jumper 12 and second are provided between the adjacent steelframe 2 of first steelframe 11 or second of each two
13, and first bonding jumper 12 arranges in the mode of parallel equidistant, second bonding jumper 13 is in the mode of central crossbar shape
Arrangement；Filled with buffering foam 1 between the steelframe 11 of wire netting 8 and first or the second steelframe 2.
Embodiment two
As illustrated in fig. 1 and 2.A kind of reinforcement means of the wall shock resistance structure reinforcing framework of utilization embodiment one, bag
Include following steps：
S1, Job readiness：
The position that needs are drilled is positioned and marked on wall 10；
S2, wall body hole：
The point that wall 10 has been had good positioning is drilled using boring bar tool, and wall 10 is drilled through, and to the side of drilling
Angle carries out polishing processing；
S3, pipe fitting are installed：
After the corner of drilling has been handled, metal tube 7 is inserted in the inside of drilling, and in metal tube 7 and drilling
Between gap fill concrete；
S4, wire netting are installed：
After metal tube 7 is installed, wire netting 8 is laid in two sides of wall 10, and pass through fixed plate 6 and locking
Screw is fixed with wall 10, so as to be compressed to wire netting 8, is finally cut out in the side of wire netting 8 using instrument
The opening connected with metal tube 7, and to carrying out consolidation process at the opening of wire netting 8；
S5, steelframe are installed：
First strip plate 5 and the second strip plate 14 are first plugged on to the upper and lower ends of wall 10 respectively, then by the first steel
The steelframe 2 of frame 11 and second is welded between the first strip plate 5 and the second strip plate 14, after steelframe is welded, to each adjacent
The first steelframe 11 or the second steelframe 2 between weld the first bonding jumper 12 and the second bonding jumper 13；
S6, filling cushion：
Completely buffering foam 1 is filled between steelframe and wire netting 8；
S7, concreting：
The required concrete area poured is measured and positioned, then the template poured is installed, is prepared simultaneously
Concrete, the finally gap by Concrete Filled between template and wall；
S8, round-off work：
Building waste around construction site is cleared up, by the instrument and transport of materials used in reinforcing and deposited
Storage.
Wherein：In the S7, template is removed after needing to wait for concrete setting shaping, and the surface of concrete is entered
Capable maintenance of watering.
Claims (6)
1. a kind of wall shock resistance structure reinforcing framework, including wall (10), it is characterised in that：Also include being symmetricly set on institute
First steelframe (11) and the second steelframe (2) of wall (10) both sides are stated, first steelframe (11) and the second steelframe (2) there are two groups
More than；Through there is metal tube (7) on the wall (10), the metal tube (7) has more than two row；The wall (10) two
Side is equipped with wire netting (8)；The upper and lower ends of the wall (10) are sequentially passed through provided with the first strip plate (5) and the second strip plate
(14), first strip plate (5) and the second strip plate (14) have more than two, first steelframe (11) and the second steelframe
(2) welded respectively with the first strip plate (5) and the second strip plate (14) at two ends；The side of second steelframe (2) be provided with
The corresponding sleeve pipe (4) in metal tube (7) position, the side of first steelframe (11) is equipped with and metal tube (7) position
Corresponding connecting rod (9), the one end of the connecting rod (9) away from the first steelframe (11) both passes through metal tube (7), and extends
To the inside of sleeve pipe (4)；And described sleeve pipe (4) is fixed by lock-screw and connecting rod (9), first steelframe (11) and the
The both sides of two steelframes (2) have poured concrete layer (3).
2. a kind of wall shock resistance structure reinforcing framework according to claim 1, it is characterised in that：Including being arranged at wall
The fixed plate (6) of body both sides, the wire netting (8) is fixedly connected on wall by fixed plate (6).
3. a kind of wall shock resistance structure reinforcing framework according to claim 1, it is characterised in that：Each two is adjacent
Multiple first bonding jumpers (12) and the second bonding jumper (13), and institute are provided between first steelframe (11) or the second steelframe (2)
State the first bonding jumper (12) to arrange in the mode of parallel equidistant, second bonding jumper (13) is arranged in the mode of central crossbar shape
Row.
4. a kind of wall shock resistance structure reinforcing framework according to claim 1, it is characterised in that：The wire netting
(8) filled with buffering foam (1) between the first steelframe (11) or the second steelframe (2).
5. a kind of reinforcement means of the wall shock resistance structure reinforcing framework described in any one of utilization Claims 1-4 4, it is special
Levy and be, comprise the following steps：
S1, Job readiness：
The position that needs are drilled is positioned and marked on wall (10)；
S2, wall body hole：
The point having been had good positioning using boring bar tool to wall (10) is drilled, and wall (10) is drilled through, and to the side of drilling
Angle carries out polishing processing；
S3, pipe fitting are installed：
After the corner of drilling has been handled, in the inside insertion metal tube (7) of drilling, and in metal tube (7) and drilling
Between gap fill concrete；
S4, wire netting are installed：
After metal tube (7) is installed, lay wire nettings (8) two of wall (10) sides, and by fixed plate (6) and
Lock-screw is fixed with wall (10), so as to be compressed to wire netting (8), is finally used in the side of wire netting (8)
Instrument cuts out the opening connected with metal tube (7), and to carrying out consolidation process at the opening of wire netting (8)；
S5, steelframe are installed：
First strip plate (5) and the second strip plate (14) are first plugged on to the upper and lower ends of wall (10) respectively, then by first
Steelframe (11) and the second steelframe (2) are welded between the first strip plate (5) and the second strip plate (14), after steelframe is welded,
To welding the first bonding jumper (12) and the second bonding jumper (13) between each adjacent the first steelframe (11) or the second steelframe (2)；
S6, filling cushion：
Completely buffering foam (1) is filled between steelframe and wire netting (8)；
S7, concreting：
The required concrete area poured is measured and positioned, then the template poured is installed, while preparing coagulation
Soil, the finally gap by Concrete Filled between template and wall；
S8, round-off work：
Building waste around construction site is cleared up, by the instrument and transport of materials used in reinforcing and stored.
6. a kind of reinforcement means of wall shock resistance structure reinforcing framework according to claim 5, it is characterised in that：Institute
State in S7, template is removed after needing to wait for concrete setting shaping, and maintenance of watering is carried out to the surface of concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710085853.3A CN107060361A (en) | 2017-02-17 | 2017-02-17 | A kind of wall shock resistance structure reinforcing framework and its reinforcement means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710085853.3A CN107060361A (en) | 2017-02-17 | 2017-02-17 | A kind of wall shock resistance structure reinforcing framework and its reinforcement means |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107060361A true CN107060361A (en) | 2017-08-18 |
Family
ID=59622353
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710085853.3A Pending CN107060361A (en) | 2017-02-17 | 2017-02-17 | A kind of wall shock resistance structure reinforcing framework and its reinforcement means |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107060361A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409860A (en) * | 2019-07-26 | 2019-11-05 | 中城科泽工程设计有限责任公司 | A kind of reconstruction structure and its remodeling method in old house |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102493672A (en) * | 2011-11-29 | 2012-06-13 | 上海市第四建筑有限公司 | Bilateral reinforced seismic strengthening method for existing masonry structure |
| CN203129623U (en) * | 2013-02-03 | 2013-08-14 | 赵更歧 | Composite strengthening structure for building |
| CN203808545U (en) * | 2014-04-16 | 2014-09-03 | 上海其军加固工程有限公司 | Wall reinforced through bonding steel |
| CN205025129U (en) * | 2015-10-15 | 2016-02-10 | 四川省第三建筑工程公司 | Reinforced structure of brick wall body |
| CN205858378U (en) * | 2016-07-21 | 2017-01-04 | 卡本复合材料（天津）有限公司 | A kind of highway tunnel lining surface steel-bonded reinforcement device |
-
2017
- 2017-02-17 CN CN201710085853.3A patent/CN107060361A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102493672A (en) * | 2011-11-29 | 2012-06-13 | 上海市第四建筑有限公司 | Bilateral reinforced seismic strengthening method for existing masonry structure |
| CN203129623U (en) * | 2013-02-03 | 2013-08-14 | 赵更歧 | Composite strengthening structure for building |
| CN203808545U (en) * | 2014-04-16 | 2014-09-03 | 上海其军加固工程有限公司 | Wall reinforced through bonding steel |
| CN205025129U (en) * | 2015-10-15 | 2016-02-10 | 四川省第三建筑工程公司 | Reinforced structure of brick wall body |
| CN205858378U (en) * | 2016-07-21 | 2017-01-04 | 卡本复合材料（天津）有限公司 | A kind of highway tunnel lining surface steel-bonded reinforcement device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409860A (en) * | 2019-07-26 | 2019-11-05 | 中城科泽工程设计有限责任公司 | A kind of reconstruction structure and its remodeling method in old house |
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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 | ||
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Application publication date: 20170818 |