CN108277998A - A kind of concrete strengthening wall body structure - Google Patents
A kind of concrete strengthening wall body structure Download PDFInfo
- Publication number
- CN108277998A CN108277998A CN201810297304.7A CN201810297304A CN108277998A CN 108277998 A CN108277998 A CN 108277998A CN 201810297304 A CN201810297304 A CN 201810297304A CN 108277998 A CN108277998 A CN 108277998A
- Authority
- CN
- China
- Prior art keywords
- body structure
- wallboard
- wall body
- concrete
- concrete strengthening
- 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
- 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
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G23/0222—Replacing or adding wall ties
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
Abstract
The present invention relates to building fields, more particularly to a kind of concrete strengthening wall body structure.The concrete strengthening wall body structure includes wallboard, cover board and unbonded prestressing tendon, several through-holes are vertically provided in wallboard, through-hole is for filling concrete after mounting, cover board is set to wallboard top, unbonded prestressing tendon one end is anchored with cover board, and the unbonded prestressing tendon other end is connect with wallboard bottom end.The concrete strengthening wall body structure has higher shock strength and stability, and easy construction.
Description
Technical field
The present invention relates to building fields, more particularly to a kind of concrete strengthening wall body structure.
Background technology
The earth vibration is that earthquake is most intuitive, most common performance.In the violent earthquake that seabed or coastal region occur, can draw
Play huge wave, referred to as tsunami.In the violent earthquake that Continental Area occurs, the secondary calamity such as landslide, avalanche, ground fissure can be caused
Evil.Ruinous earthquake is usually shallow-focus earthquake.An equal amount of earthquake causes ground since the depth of focus is different
Extent of the destruction it is also different.Focus is more shallow, destroys bigger, but involves that range is also smaller, and vice versa.
Currently, using the antidetonation wall by reinforcing be used for resisting earthquake zone come building damage, but existing antidetonation wall
Often face the problem for causing construction inconvenient because of intensity requirement height.
Invention content
It is an object of the invention to：Often faced for existing antidetonation wall causes construction is inconvenient to ask because of intensity requirement height
Topic, improves a kind of concrete strengthening wall body structure.
The present invention specifically uses following technical scheme to achieve the goals above：
A kind of concrete strengthening wall body structure comprising wallboard, cover board and unbonded prestressing tendon；Along perpendicular in the wallboard
Histogram is to being provided with several through-holes；The through-hole is for filling concrete after mounting；The cover board is set to the wallboard top；
Described unbonded prestressing tendon one end is anchored with the cover board；The unbonded prestressing tendon other end connects with the wallboard bottom end
It connects.
Further, the concrete strengthening wall body structure further includes reinforcing bar；The reinforcing bar is before the filling concrete
Vertically it is set in the through-hole.
Further, the wall side wall is additionally provided with sleeve on bottom position；The unbonded prestressing tendon is separate
One end of the cover board is fixedly connected with the sleeve.
In conclusion by adopting the above-described technical solution, the beneficial effects of the invention are as follows：
The concrete strengthening wall body structure has higher shock strength and stability, and easy construction.
Description of the drawings
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below will be to needed in the embodiment attached
Figure is briefly described, it should be understood that the following drawings illustrates only certain embodiments of the present invention, therefore is not construed as pair
The restriction of range for those of ordinary skill in the art without creative efforts, can also be according to this
A little attached drawings obtain other relevant attached drawings.
Fig. 1 is a kind of structural schematic diagram of concrete strengthening wall body structure in the embodiment of the present invention 1；
Fig. 2 is a kind of cross-sectional view of concrete strengthening wall body structure in the embodiment of the present invention 1.
In figure label for：10- wallboards；11- cover boards；12- unbonded prestressing tendons；13- concrete；14- reinforcing bars；15- covers
Cylinder.
Specific implementation mode
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention
In attached drawing, technical scheme in the embodiment of the invention is clearly and completely described, it is clear that described embodiment is
A part of the embodiment of the present invention, instead of all the embodiments.The present invention being usually described and illustrated herein in the accompanying drawings is implemented
The component of example can be arranged and be designed with a variety of different configurations.
Therefore, below the detailed description of the embodiment of the present invention to providing in the accompanying drawings be not intended to limit it is claimed
The scope of the present invention, but be merely representative of the present invention selected embodiment.Based on the embodiments of the present invention, this field is common
The every other embodiment that technical staff is obtained without creative efforts belongs to the model that the present invention protects
It encloses.
In the description of embodiment of the present invention, it should be noted that the orientation of the instructions such as term "inner", "outside", "upper"
Or position relationship be based on the orientation or positional relationship shown in the drawings or the invention product using when the orientation usually put
Or position relationship, it is merely for convenience of description of the present invention and simplification of the description, does not indicate or imply the indicated device or element
It must have a particular orientation, with specific azimuth configuration and operation, therefore be not considered as limiting the invention.
Embodiment 1
It is a kind of concrete strengthening wall body structure provided in this embodiment with reference to figure 1, in figure, is obtained by special structure
Obtain higher shock strength and stability, and easy construction.
The concrete strengthening wall body structure includes wallboard 10, cover board 11 and unbonded prestressing tendon 12, the edge in wallboard 10
Vertical direction is provided with several through-holes.Through-hole effect is, after wallboard 10 is fixed, and ensures that adjacent wall board 10 will not
Mobile, by the through hole of the one end of wallboard 10 far from ground, into through-hole, filling concrete 13 obtains after the solidification of concrete 13
It must stablize and have the wall compared with high anti-seismic intensity.With reference to Fig. 2, cover board 11 is set to the top of wallboard 10, can also cover
Continue to be capped above-mentioned wallboard 10 on plate 11.12 one end of unbonded prestressing tendon is anchored with cover board 11, the other end and 10 bottom end of wallboard
Connection controls the stabilization of the wallboard 10, and provides the automatic recovery ability after certain shake.
Further, in the present embodiment, in order to increase the intensity of the concrete strengthening wall body structure, in the logical of wallboard 10
Reinforcing bar 14 is additionally provided in hole.Reinforcing bar 14 is in the insertion through-hole to before the filling concrete 13 in through hole, by steel after the condensation of concrete 13
Muscle 14 is fixed, and ensures the stability of concrete strengthening wall body structure using the intensity and elastic force of reinforcing bar 14.
In the present embodiment, the side wall of wall is additionally provided with sleeve 15, unbonded prestressing tendon 12 on its bottom position
One end far from cover board 11 is fixed with sleeve 15, ensures the intensity and stability of unbonded prestressing tendon 12 by this way.
In assembly, unbonded prestressing tendon 12 and sleeve 15 are fixed first, the one end and cover board 11 that then will be far from sleeve 15 anchor.
Concrete strengthening wall body structure in the present embodiment, has higher shock strength and stability, and apply
Work is easy.
The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention, for the skill of this field
For art personnel, the invention may be variously modified and varied.All within the spirits and principles of the present invention, any made by repair
Change, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.
Claims (3)
1. a kind of concrete strengthening wall body structure, it is characterised in that：The concrete strengthening wall body structure includes wallboard (10), lid
Plate (11) and unbonded prestressing tendon (12)；It is vertically provided with several through-holes in the wallboard (10)；The through-hole is used
In filling concrete (13) after mounting；The cover board (11) is set to the wallboard (10) top；The unbonded prestressing tendon
(12) one end is anchored with the cover board (11)；Unbonded prestressing tendon (12) other end connects with the wallboard (10) bottom end
It connects.
2. a kind of concrete strengthening wall body structure according to claim 1, it is characterised in that：The concrete strengthening wall
Structure further includes reinforcing bar (14)；The reinforcing bar (14) is vertically set to the through-hole before the filling concrete (13)
It is interior.
3. a kind of concrete strengthening wall body structure according to claim 1, it is characterised in that：Wallboard (10) side wall leans on
It is additionally provided with sleeve (15) on nearly bottom position；The unbonded prestressing tendon (12) far from the cover board (11) one end with it is described
Sleeve (15) is fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810297304.7A CN108277998A (en) | 2018-04-04 | 2018-04-04 | A kind of concrete strengthening wall body structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810297304.7A CN108277998A (en) | 2018-04-04 | 2018-04-04 | A kind of concrete strengthening wall body structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108277998A true CN108277998A (en) | 2018-07-13 |
Family
ID=62811356
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810297304.7A Pending CN108277998A (en) | 2018-04-04 | 2018-04-04 | A kind of concrete strengthening wall body structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108277998A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112252764A (en) * | 2020-11-11 | 2021-01-22 | 陕西理工大学 | Earthquake-resistant reinforcing method for energy-saving reconstruction of existing building structure |
| CN112609637A (en) * | 2020-12-24 | 2021-04-06 | 河南省水利第二工程局 | Prestressing force reinforced structure of aqueduct body |
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| JP2014125813A (en) * | 2012-12-27 | 2014-07-07 | Umezawa Michinori | Earthquake-resistant precast box culvert |
| CN106012809A (en) * | 2016-04-29 | 2016-10-12 | 东南大学 | Steel-fiber composite concrete combination column and post-earthquake repairing method thereof |
| KR20170084424A (en) * | 2016-01-11 | 2017-07-20 | 고려대학교 산학협력단 | Concrete reinfored structure and aseismic damping system with the same |
| CN107620386A (en) * | 2017-10-23 | 2018-01-23 | 南京百西思建筑科技有限公司 | The installation constitution and construction method of shock isolating pedestal in existing building base isolation reinforcement |
| CN206941858U (en) * | 2017-05-12 | 2018-01-30 | 东南大学 | Band is encorbelmented the structure of attached prestressing force assembled power consumption frame strengthening outside plate framework |
| CN208023991U (en) * | 2018-04-04 | 2018-10-30 | 四川森宇建筑工程有限公司 | A kind of concrete strengthening wall body structure |
-
2018
- 2018-04-04 CN CN201810297304.7A patent/CN108277998A/en active Pending
Patent Citations (19)
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| US5479748A (en) * | 1992-01-07 | 1996-01-02 | Siller; Jose L. | Friction connector for anchoring reinforcement tendons in reinforced or pre-stressed concrete girders |
| KR20020039640A (en) * | 2001-12-21 | 2002-05-27 | 유용하 | Screw-type tendon tensioning device for post-tension of a pre-stress concrete structure |
| US7543421B1 (en) * | 2006-09-21 | 2009-06-09 | Kelly Matthew M | Methods of securing an installed concrete roof |
| CN201190363Y (en) * | 2008-05-06 | 2009-02-04 | 黄靓 | H-type concrete block |
| CN102051929A (en) * | 2009-11-10 | 2011-05-11 | 初明进 | Block masonry wall configured with steel ribs and manufacture method thereof |
| CN201598846U (en) * | 2010-03-10 | 2010-10-06 | 中国建筑一局(集团)有限公司 | Antique building external wall prestressing steel band reinforcement device |
| CN101806095A (en) * | 2010-03-15 | 2010-08-18 | 中山市快而居房屋预制件有限公司 | Full-fabricated assembly overall reinforced concrete house and building method thereof |
| CN101832035A (en) * | 2010-05-15 | 2010-09-15 | 朱虹 | Construction method for reinforced concrete column |
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| JP2014125813A (en) * | 2012-12-27 | 2014-07-07 | Umezawa Michinori | Earthquake-resistant precast box culvert |
| CN103352582A (en) * | 2013-07-09 | 2013-10-16 | 北京筑福国际工程技术有限责任公司 | Method for reinforcing concrete hollow block masonry structure through interior prestressed reinforcement anchor rods |
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| KR20170084424A (en) * | 2016-01-11 | 2017-07-20 | 고려대학교 산학협력단 | Concrete reinfored structure and aseismic damping system with the same |
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| CN206941858U (en) * | 2017-05-12 | 2018-01-30 | 东南大学 | Band is encorbelmented the structure of attached prestressing force assembled power consumption frame strengthening outside plate framework |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112252764A (en) * | 2020-11-11 | 2021-01-22 | 陕西理工大学 | Earthquake-resistant reinforcing method for energy-saving reconstruction of existing building structure |
| CN112609637A (en) * | 2020-12-24 | 2021-04-06 | 河南省水利第二工程局 | Prestressing force reinforced structure of aqueduct body |
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