CN101736834A - Typhoon-resistance earthquake-resistance strengthening device for wall - Google Patents
Typhoon-resistance earthquake-resistance strengthening device for wall Download PDFInfo
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- CN101736834A CN101736834A CN200810236138A CN200810236138A CN101736834A CN 101736834 A CN101736834 A CN 101736834A CN 200810236138 A CN200810236138 A CN 200810236138A CN 200810236138 A CN200810236138 A CN 200810236138A CN 101736834 A CN101736834 A CN 101736834A
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- wall
- screw thread
- typhoon
- reinforcing elements
- angle bar
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Abstract
The invention relates to walls, in particular to a typhoon-resistance earthquake-resistance strengthening device for a wall. In the device, a ring beam is horizontally distributed at the top end of the wall; the bottom of the wall forms the wall bottom end; a keel vertical to a horizontal plane is distributed at the lateral end of the wall; and the wall bottom end and the keel form a vertical included angle. The device is characterized in that: a reinforcing component is vertically distributed between the ring beam and the wall bottom end; the ring beam is provided with a fastening component; the wall bottom end is provided with a pre-embedded component; the fastening component is engaged with the head end of the reinforcing component; the pre-embedded component is engaged with the tail end of the reinforcing component; and the reinforcing component is parallel to the keel. Through the existence of the reinforcing component, a structure capable of assistant fixing is added to the wall based on the inherent structure thereof so as to strengthen the whole wall and improve the typhoon-resistance and earthquake-resistance effect of the wall. The device is simple to implement and convenient to adjust, and can be applied to house constructions in all light wood structures, in particular to single-storey constructions.
Description
Technical field
The present invention relates to a kind of bracing means, relate in particular to a kind of Anti-Typhoon, anti-seismic strengthening device that is used for body of wall.
Background technology
In most architectural construction, body of wall is its requisite structure.Thus, the firm degree quality of body of wall has been directly connected to the whole soundness of building.Yet often there is different defectives in existing body of wall when opposing extraneous stress, especially typhoon, earthquake, cause wall body structure loose, very easily caves in.At such defective, portion or the outside increases corresponding bracing means again within it after the body of wall manufacturing is finished often.Yet the installation technique for applying complexity of these bracing means directly can influence the duration.And, along with increasing of bracing means, increased the overall cost raising that building makes up, be unfavorable for large-scale popularization.
Summary of the invention
The objective of the invention is to overcome the above problem that prior art exists, a kind of Anti-Typhoon, anti-seismic strengthening device that is used for body of wall is provided.
For realizing that purpose of the present invention is used for Anti-Typhoon, the anti-seismic strengthening device of body of wall, relate to body of wall, body of wall top horizontal distribution has collar tie beam, the bottom of body of wall constitutes the body of wall bottom, the body of wall side is distributed with the keel vertical with horizontal plane, body of wall bottom and keel constitute vertical angle, wherein: vertical distribution has reinforcing elements between described collar tie beam and the body of wall bottom, collar tie beam is provided with fastening assembly, the body of wall bottom is provided with fastener inserts, fastening assembly is connected with the reinforcing elements head end, and fastener inserts is connected with reinforcing elements is terminal, and reinforcing elements is parallel with keel.
Further, above-mentioned Anti-Typhoon, the anti-seismic strengthening device that are used for body of wall, wherein, described fastening assembly comprises nut, pad, the head end of reinforcing elements pass pad by fixed by nut on collar tie beam.
Further, above-mentioned Anti-Typhoon, the anti-seismic strengthening device that are used for body of wall, wherein, described fastener inserts comprises pre-buried via hole, pre-embedded bolt, pre-buried via hole is offered in the body of wall bottom, be provided with pre-embedded bolt in the pre-buried via hole, and pre-embedded bolt exposes outside pre-buried via hole, pre-embedded bolt is connected with the end of reinforcing elements.
Further, above-mentioned Anti-Typhoon, the anti-seismic strengthening device that are used for body of wall, wherein, described reinforcing elements comprises at least two screw thread stocks, at least two internal thread screw thread connecting shafts, at least one fixing angle bar, fixedly angle bar is fitted and is fixed in the vertical angle, one end of a screw thread stock is connected into internal thread screw thread connecting shaft and passes fixedly that the angle bar base is connected into the body of wall bottom, one end of another root screw thread stock passes collar tie beam and is connected into fastening assembly, and two screw thread stocks respectively have an end to be connected into internal thread screw thread connecting shaft to constitute interconnection between the screw thread stock; Or described reinforcing elements comprises a screw thread stock, a screw thread connecting shaft, and at least one is angle bar fixedly, and an end of screw thread stock is connected into internal thread screw thread connecting shaft and passes fixedly that the angle bar base is connected into the body of wall bottom.
Further, above-mentioned Anti-Typhoon, the anti-seismic strengthening device that are used for body of wall, wherein, described fixedly angle bar and keel pass through screw.
Further, above-mentioned Anti-Typhoon, the anti-seismic strengthening device that are used for body of wall, wherein, described fixedly angle bar is " L " shape, fixedly is provided with reinforcing rib between the side of angle bar and the base.
Again further, above-mentioned Anti-Typhoon, the anti-seismic strengthening device that are used for body of wall, wherein, described reinforcing elements is provided with many groups, presses Structural Design Requirement each other and distributes.
Adopt technical solution of the present invention, rely on the screw thread stock and combine with stretching into of internal thread screw thread connecting shaft, make that body of wall is many on its intrinsic framework basis can assist the structure of fixing, fastening whole body of wall has increased Anti-Typhoon, the anti seismic efficiency of body of wall.And implement simple, be convenient to adjust, can be applicable in the building construction of all light-duty woodens, and be specially adapted on the building of individual layer.Therefore, the present invention is worth applying in the art.
Purpose of the present invention, advantage and characteristics will illustrate by the non-limitative illustration of following preferential embodiment and explain that these embodiment only provide as an example with reference to accompanying drawing.
Description of drawings
Fig. 1 is a connection decomposing schematic representation of the present invention;
Fig. 2 is the connection diagram of screw thread stock and internal thread screw thread connecting shaft.
The implication of each Reference numeral is as follows among the figure:
1 collar tie beam, 2 keel
3 nuts, 4 pads
5 pre-embedded bolts, 6 screw thread stocks
7 internal thread screw thread connecting shafts 8 are angle bar fixedly
9 reinforcing ribs, 10 connecting holes
11 screws
The specific embodiment
As Fig. 1, shown in Figure 2 be used for the Anti-Typhoon of body of wall, anti-seismic strengthening device, relate to body of wall, body of wall top horizontal distribution has collar tie beam 1, the bottom of body of wall constitutes the body of wall bottom, the body of wall side is distributed with the keel vertical with horizontal plane 2, body of wall bottom and keel 2 constitute vertical angle, its special feature is: vertical distribution has reinforcing elements between described collar tie beam 1 and the body of wall bottom, collar tie beam 1 is provided with fastening assembly, the body of wall bottom is provided with fastener inserts, fastening assembly is connected with the reinforcing elements head end, and fastener inserts is connected with reinforcing elements is terminal, and reinforcing elements is parallel with keel 2.
Further, fastening assembly comprises nut 3, pad 4, and the head end of reinforcing elements passes pad 4 and is fixed on the collar tie beam 1 by nut 3.Corresponding with it, fastener inserts comprises pre-buried via hole, pre-embedded bolt 5, and pre-buried via hole is offered in the body of wall bottom, is provided with pre-embedded bolt 5 in the pre-buried via hole, and pre-embedded bolt 5 exposes outside pre-buried via hole, and pre-embedded bolt 5 is connected with the end of reinforcing elements.
With regard to the present invention's one preferred embodiment, reinforcing elements comprises at least two screw thread stocks 6, at least two internal thread screw thread connecting shafts 7, at least one fixing angle bar 8, fixedly angle bar 8 is fitted and is fixed in the vertical angle, one end of a screw thread stock 6 is connected into internal thread screw thread connecting shaft 7 and passes fixedly that angle bar 8 bases are connected into the body of wall bottom, one end of another root screw thread stock 6 passes collar tie beam 1 and is connected into fastening assembly, and two screw thread stocks 6 respectively have an end to be connected into the interconnection that internal thread screw thread connecting shaft 7 constitutes between the screw thread stock 6.
Consider that fixedly angle bar 8 can carry out the fixing of a best with keel 2, be installed in the vertical angle that fixedly angle bar 8 is fixing by screw 11 with keel 2 in the most firm mode.Simultaneously, fixedly angle bar 8 is " L " shape, fixedly is provided with reinforcing rib 9 between the side of angle bar 8 and the base.
In order to realize best Anti-Typhoon, anti seismic efficiency, reinforcing elements can be provided with many groups, presses Structural Design Requirement each other and distributes.
Be used for seeing in conjunction with of the present invention making with one storey house: at first, fixedly angle bar 8 is fixed in the vertical angle of body of wall bottom and keel 2 formations by screw 11.On collar tie beam 1, offer connecting hole 10 then, subsequently an end of a screw thread stock 6 is passed the connecting hole 10 on the circle.Fastening assembly by nut 3, pad 4 constitute is fixed on screw thread stock 6 on the collar tie beam 1.Afterwards, screw on internal thread screw thread connecting shaft 7, and an interconnect function that relies on the silk screw thread to connect is connected into other screw thread stock 6 at the other end of this screw thread stock 6.Then, this tail end with screw thread stock 6 is connected into a new internal thread screw thread connecting shaft 7 and passes fixedly angle bar 8 bases, finally be connected with the pre-embedded bolt 5 of body of wall bottom.During this period, can adjust the combination degree that stretches into of screw thread stock 6 and internal thread screw thread connecting shaft 7, make screw thread stock 6 implement the fastening stress an of the best to body of wall.
By above-mentioned character express also in conjunction with the accompanying drawings as can be seen, after adopting the present invention, relying on screw thread stock 6 combines with stretching into of internal thread screw thread connecting shaft 7, make that body of wall is many on its intrinsic framework basis can assist the structure of fixing, fastening whole body of wall has increased Anti-Typhoon, the anti seismic efficiency of body of wall.And implement simple, be convenient to adjust, can be applicable in the most building construction, and be specially adapted on the building of individual layer.Therefore, the present invention is worth applying in the art.
Certainly, more than only be concrete exemplary applications of the present invention, protection scope of the present invention is not constituted any limitation.In addition to the implementation, the present invention can also have other embodiment.All employings are equal to the technical scheme of replacement or equivalent transformation formation, all drop within the present invention's scope required for protection.
Claims (7)
1. Anti-Typhoon, the anti-seismic strengthening device that are used for body of wall, relate to body of wall, body of wall top horizontal distribution has collar tie beam, the bottom of body of wall constitutes the body of wall bottom, the body of wall side is distributed with the keel vertical with horizontal plane, body of wall bottom and keel constitute vertical angle, it is characterized in that: vertical distribution has reinforcing elements between described collar tie beam and the body of wall bottom, collar tie beam is provided with fastening assembly, the body of wall bottom is provided with fastener inserts, fastening assembly is connected with the reinforcing elements head end, and fastener inserts is connected with reinforcing elements is terminal, and reinforcing elements is parallel with keel.
2. Anti-Typhoon, the anti-seismic strengthening device that is used for body of wall according to claim 1, it is characterized in that: described fastening assembly comprises nut, pad, the head end of reinforcing elements pass pad by fixed by nut on collar tie beam.
3. Anti-Typhoon, the anti-seismic strengthening device that is used for body of wall according to claim 1, it is characterized in that: described fastener inserts comprises pre-buried via hole, pre-embedded bolt, pre-buried via hole is offered in the body of wall bottom, be provided with pre-embedded bolt in the pre-buried via hole, and pre-embedded bolt exposes outside pre-buried via hole, and pre-embedded bolt is connected with the end of reinforcing elements.
4. Anti-Typhoon, the anti-seismic strengthening device that is used for body of wall according to claim 1, it is characterized in that: described reinforcing elements comprises at least two screw thread stocks, at least two internal thread screw thread connecting shafts, at least one fixing angle bar, fixedly angle bar is fitted and is fixed in the vertical angle, one end of a screw thread stock is connected into internal thread screw thread connecting shaft and passes fixedly that the angle bar base is connected into the body of wall bottom, one end of another root screw thread stock passes collar tie beam and is connected into fastening assembly, and two screw thread stocks respectively have an end to be connected into internal thread screw thread connecting shaft to constitute interconnection between the screw thread stock; Or described reinforcing elements comprises a screw thread stock, a screw thread connecting shaft, and at least one is angle bar fixedly, and an end of screw thread stock is connected into internal thread screw thread connecting shaft and passes fixedly that the angle bar base is connected into the body of wall bottom.
5. Anti-Typhoon, the anti-seismic strengthening device that is used for body of wall according to claim 4 is characterized in that: described fixedly angle bar and keel pass through screw.
6. Anti-Typhoon, the anti-seismic strengthening device that is used for body of wall according to claim 4 is characterized in that: described fixedly angle bar is " L " shape, fixedly is provided with reinforcing rib between the side of angle bar and the base.
7. Anti-Typhoon, the anti-seismic strengthening device that is used for body of wall according to claim 1 is characterized in that: described reinforcing elements is provided with many groups, presses Structural Design Requirement each other and distributes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810236138A CN101736834A (en) | 2008-11-25 | 2008-11-25 | Typhoon-resistance earthquake-resistance strengthening device for wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810236138A CN101736834A (en) | 2008-11-25 | 2008-11-25 | Typhoon-resistance earthquake-resistance strengthening device for wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101736834A true CN101736834A (en) | 2010-06-16 |
Family
ID=42460817
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200810236138A Pending CN101736834A (en) | 2008-11-25 | 2008-11-25 | Typhoon-resistance earthquake-resistance strengthening device for wall |
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| CN (1) | CN101736834A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103147527A (en) * | 2013-03-29 | 2013-06-12 | 苏州皇家整体住宅系统股份有限公司 | Plywood shearing wall |
| CN108797835A (en) * | 2017-04-27 | 2018-11-13 | 裕在有限公司 | A kind of connection method of the wall of Wood construction to ground |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2152016Y (en) * | 1993-03-10 | 1994-01-05 | 石家庄开发区兴科生化技术发展公司 | Composite wall plate with good insulation and sound-proof |
| JPH11172810A (en) * | 1997-12-16 | 1999-06-29 | Dps Bridge Works Co Ltd | Earthquake resisting wall and earthquake resisting reinforcing structure |
| CN2498233Y (en) * | 2001-09-03 | 2002-07-03 | 黄镇丰 | Frame work of light partition |
| CN1737291A (en) * | 2005-09-09 | 2006-02-22 | 沈宪光 | Assembled wall plate connected by metal connecting members |
| CN2811430Y (en) * | 2005-08-02 | 2006-08-30 | 许镇辉 | Construction components pre-embedded light external wall structure |
-
2008
- 2008-11-25 CN CN200810236138A patent/CN101736834A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2152016Y (en) * | 1993-03-10 | 1994-01-05 | 石家庄开发区兴科生化技术发展公司 | Composite wall plate with good insulation and sound-proof |
| JPH11172810A (en) * | 1997-12-16 | 1999-06-29 | Dps Bridge Works Co Ltd | Earthquake resisting wall and earthquake resisting reinforcing structure |
| CN2498233Y (en) * | 2001-09-03 | 2002-07-03 | 黄镇丰 | Frame work of light partition |
| CN2811430Y (en) * | 2005-08-02 | 2006-08-30 | 许镇辉 | Construction components pre-embedded light external wall structure |
| CN1737291A (en) * | 2005-09-09 | 2006-02-22 | 沈宪光 | Assembled wall plate connected by metal connecting members |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103147527A (en) * | 2013-03-29 | 2013-06-12 | 苏州皇家整体住宅系统股份有限公司 | Plywood shearing wall |
| WO2014153868A1 (en) * | 2013-03-29 | 2014-10-02 | 苏州皇家整体住宅系统股份有限公司 | Plate-sandwiching shear wall |
| CN108797835A (en) * | 2017-04-27 | 2018-11-13 | 裕在有限公司 | A kind of connection method of the wall of Wood construction to ground |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Ni Jun Inventor before: Ni Jun |
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| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20100616 |