CN201598846U - Antique building external wall prestressing steel band reinforcement device - Google Patents
Antique building external wall prestressing steel band reinforcement device Download PDFInfo
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- CN201598846U CN201598846U CN201020126745XU CN201020126745U CN201598846U CN 201598846 U CN201598846 U CN 201598846U CN 201020126745X U CN201020126745X U CN 201020126745XU CN 201020126745 U CN201020126745 U CN 201020126745U CN 201598846 U CN201598846 U CN 201598846U
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- prestressing force
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Abstract
An antique building external wall prestressing steel band reinforcement device comprises a transverse steel band and a longitudinal steel band, which are fixedly connected with a wall body. The device is characterized in that the ends of the transverse steel band and the longitudinal steel band are both fixedly connected with node steel plates fixed on the wall body; the node steel plate is embedded into the shallow slot of the wall body, has the surface thereof flush with the surface of the wall body and is fixed with the wall body with an anchor rod; at the corner of the wall body, the node steel plate is embedded into the shallow slot at the corner of the wall body with an angle bar and is fixed with the anchor rod to form a steel protective corner; and the side surfaces of the two arms of the angle bar are welded with the side surfaces of the spacedly arranged node steel plates respectively. By using the reinforcement device, construction can be carried out with no need of resident relocation, so as to solve the technical problem of relocation compensation. The reinforcement device also has the advantages of simple material and convenient construction.
Description
Technical field
The utility model relates to a kind of ancient building brickwork exterior wall prestressing force steel band bracing means, belongs to the realm of building construction reinforcing technique.
Background technology
Building masonry structure reinforcement means commonly used has direct reinforcing method and indirect reinforcing method.
Directly reinforcing method comprises: steel concrete additional layer reinforcing method, reinforced concrete mortar additional layer reinforcing method is set up the buttress reinforcing method.
Reinforcing method comprises indirectly: do not have bonding outsourcing section steel reinforcement method, the pre-stressed struts reinforcing method.Wherein, do not have bonding outsourcing section steel reinforcement method and angle steel is pasted on around the load-bearing brick post, and with the jig chucking, weld with angle steel with batten plate immediately and be linked to be integral body, remove jig, whitewash cement paste to protect angle steel with cement mortar.This is owned by France in traditional reinforcement means, and its advantage is that easy construction, site work amount and wet trade are few, and is stressed comparatively reliable; Be applicable to not allow to increase former member section size, but requirement increases substantially the reinforcing of the masonry post of cross section bearing capacity; Its shortcoming is that the reinforcing expense is higher, and needs to adopt the safeguard procedures of similar steel work.
The utility model content
The purpose of this utility model provides a kind of ancient building exterior wall prestressing force steel band bracing means, having overcome traditional reinforcement means reinforces the expense height, needs to adopt safeguard procedures, the shortcoming of reinforcing process complexity etc., having solved can simple low-cost technical problem of reinforcing ancient building without resident family's transition.
For achieving the above object, the utility model adopts following technical scheme.
A kind of ancient building exterior wall prestressing force steel band bracing means comprises the horizontal steel band and the vertical steel band of fixedlying connected with body of wall, all fixedlys connected with the node steel plate that is fixed in body of wall with the end of vertical steel band in the end of described horizontal steel band; Described node steel plate embeds in the shallow slot of body of wall, its surface is surperficial concordant with body of wall, and fix with anchor pole and body of wall, corner at body of wall, by fixing in the shallow slot in angle steel embedding body of wall bight and by anchor pole, form the steel corner protector, weld with the side of the node steel plate that is provided with at interval respectively two limb sides of angle steel.
The width of described horizontal steel band and vertical steel band is 60～120mm, and thickness is 8～12mm.
The spacing of described vertical steel band is 2～6 meters.
Be that joint welding is connected or fixedly connected by anchor pole between the end of the end of described horizontal steel band and vertical steel band and the node steel plate.
The turning of described body of wall is inner corner trim or external corner.
Between the shallow slot of described angle steel and node steel plate and body of wall cement sand bed is arranged.
Described node steel plate is fixed by four anchor poles and body of wall, and anchor pole is M16 or M24 anchor pole.
The hole depth of described anchor pole is 400-500mm, is filled with cementing agent in the hole of anchor pole.
Described cementing agent is an anchorage inserted bar glue.
Compared with prior art the utlity model has following characteristics and beneficial effect.
The utility model only needs to construct at wall face, and user's resettlement need not be carried out in dwelling house inside, need not move compensation.The material selected for use of this reinforcement means is very common at the construction field (site) for steel plate commonly used, angle steel, anchor pole etc. in addition, convenient also buying.The main construction technology of this device is that the welding procedure method is very simple.
The utility model can be widely used in ancient building brickwork exterior wall to be reinforced, and especially has the exterior wall of resident family to reinforce in the ancient building.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1: facade arrangement schematic diagram of the present utility model.
Fig. 2: node diagram of the present utility model.
Fig. 3: external corner node diagram of the present utility model.
Reference numeral: 1-angle steel, 2-node steel plate, 3-anchor pole, the horizontal steel band of 4-, the vertical steel band of 5-, 6-body of wall, 7-cement sand bed.
The specific embodiment
Embodiment is referring to shown in Figure 1, this ancient building exterior wall prestressing force steel band bracing means, comprise the horizontal steel band 4 and the vertical steel band 5 of fixedlying connected with body of wall, laterally the width of steel band 4 and vertical steel band 5 is 60～120mm, thickness is 8～12mm, all fixedly connected with the node steel plate 2 that is fixed in body of wall 6 with the end of vertical steel band 5 in the end of described horizontal steel band 4, the spacing of vertical steel band 5 is 2～6 meters.
Referring to shown in Figure 2, node steel plate 2 embeds in the shallow slot of body of wall 6, and its surface is surperficial concordant with body of wall 6, and fixing with four anchor poles 3 with body of wall 6, anchor pole 3 is M16 or M24 anchor pole, the hole depth of anchor pole 3 is 400-500mm, be filled with cementing agent in the hole of anchor pole, cementing agent is an anchorage inserted bar glue.
Referring to shown in Figure 3, in the corner of body of wall 6, the turning of body of wall 6 can be inner corner trim or external corner.Being embedded by angle steel 1 in the shallow slot in body of wall bight and fixing by anchor pole 3, form the steel corner protector, laterally is that joint welding is connected or fixedly connected by anchor pole 3 between the end of the end of steel band 4 and vertical steel band 5 and the node steel plate 2.Weld with the side of the node steel plate 2 that is provided with at interval respectively two limb sides of angle steel 1, between the shallow slot of angle steel 1 and node steel plate 2 and body of wall 6 cement sand bed 7 is arranged.
Implementation procedure of the present utility model is as follows.
1, sets up outer facade scaffold, carry out the cleaning of structure outer face, measure unwrapping wire, the decoration of exterior wall layer is rejected fluting according to the steel band position of design.
2, be the circular hole of 17mm or 25mm at the position of anchor pole 3 drill diameter, hole depth is 450mm.
3, the angle steel 1 at building negative and positive angle is installed, fixing with body of wall 6 by anchor pole 3.Next node steel plate 2 is installed, and node steel plate 2 is generally fixed with 4 anchor poles 3 and body of wall, fills a kind of anchorage inserted bar glue in the hole of anchor pole 3.Horizontal steel band 4 and vertical steel band 5 are installed at last.
4, an end of vertical steel band 5 and 2 welding of node steel plate are weldingly fixed on the other end after the heating on the node steel plate 2 again, and fixed lateral steel band again after vertical steel band is fixed promptly has the binding effect after cooling.
5, the space filling concrete mortar between steel plate 2 and metope carries out the work of whitewashing of wall face.
More than be an exemplary embodiments of the present utility model, enforcement of the present utility model is not limited thereto.
Claims (9)
1. ancient building exterior wall prestressing force steel band bracing means, comprise the horizontal steel band (4) and the vertical steel band (5) of fixedlying connected with body of wall, it is characterized in that: all fixedly connected with the node steel plate (2) that is fixed in body of wall (6) with the end of vertical steel band (5) in the end of described horizontal steel band (4); Described node steel plate (2) embeds in the shallow slot of body of wall (6), its surface is surperficial concordant with body of wall (6), and fix with anchor pole (3) and body of wall, corner in body of wall (6), the shallow slot that is embedded the body of wall bight by angle steel (1) is interior and fixing by anchor pole (3), form the steel corner protector, weld with the side of the node steel plate (2) that is provided with at interval respectively two limb sides of angle steel (1).
2. ancient building exterior wall prestressing force steel band bracing means according to claim 1 is characterized in that: the width of described horizontal steel band (4) and vertical steel band (5) is 60～120mm, and thickness is 8～12mm.
3. ancient building exterior wall prestressing force steel band bracing means according to claim 1, it is characterized in that: the spacing of described vertical steel band (5) is 2～6 meters.
4. ancient building exterior wall prestressing force steel band bracing means according to claim 1 is characterized in that: be that joint welding is connected or fixedly connected by anchor pole (3) between the end of the end of described horizontal steel band (4) and vertical steel band (5) and the node steel plate (2).
5. ancient building exterior wall prestressing force steel band bracing means according to claim 1, it is characterized in that: the turning of described body of wall (6) is inner corner trim or external corner.
6. ancient building exterior wall prestressing force steel band bracing means according to claim 1 is characterized in that: between the shallow slot of described angle steel (1) and node steel plate (2) and body of wall (6) cement sand bed (7) is arranged.
7. ancient building exterior wall prestressing force steel band bracing means according to claim 1 is characterized in that: described node steel plate (2) is fixing by four anchor poles (3) and body of wall (6), and anchor pole (3) is M16 or M24 anchor pole.
8. ancient building exterior wall prestressing force steel band bracing means according to claim 7, it is characterized in that: the hole depth of described anchor pole (3) is 400-500mm, is filled with cementing agent in the hole of anchor pole.
9. ancient building exterior wall prestressing force steel band bracing means according to claim 8, it is characterized in that: described cementing agent is an anchorage inserted bar glue.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020126745XU CN201598846U (en) | 2010-03-10 | 2010-03-10 | Antique building external wall prestressing steel band reinforcement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020126745XU CN201598846U (en) | 2010-03-10 | 2010-03-10 | Antique building external wall prestressing steel band reinforcement device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201598846U true CN201598846U (en) | 2010-10-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201020126745XU Expired - Fee Related CN201598846U (en) | 2010-03-10 | 2010-03-10 | Antique building external wall prestressing steel band reinforcement device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201598846U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102661010A (en) * | 2012-05-16 | 2012-09-12 | 东南大学 | Composite shear wall |
| CN102864937A (en) * | 2012-10-12 | 2013-01-09 | 中建六局土木工程有限公司 | Construction method of rear added insert of prefabricated pillar |
| CN105569197A (en) * | 2015-12-22 | 2016-05-11 | 中国一冶集团有限公司 | External wall insulation board reinforcing device and reinforcing method thereof |
| CN105604343A (en) * | 2016-01-29 | 2016-05-25 | 浙江水利水电学院 | Construction method for reinforcing and repairing integral wall of ancient architecture |
| CN106088657A (en) * | 2016-08-03 | 2016-11-09 | 连云港市房屋安全鉴定管理中心 | The ruggedized construction of a kind of rowlock wall body and construction method thereof |
| CN106150114A (en) * | 2016-08-08 | 2016-11-23 | 南京工业大学 | A kind of historical relic's protection device for slowing down blasting vibration |
| CN106245928A (en) * | 2016-08-10 | 2016-12-21 | 山东东华水泥有限公司 | A kind of concrete silo rapid reinforcement restorative procedure |
| CN108277998A (en) * | 2018-04-04 | 2018-07-13 | 四川森宇建筑工程有限公司 | A kind of concrete strengthening wall body structure |
| CN109281489A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of earth kiln local-style dwelling houses wall prestressed reinforcement structure |
| CN109281490A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of tradition earth kiln local-style dwelling houses prestressing without bondn integral reinforcing system and its construction technology |
| CN109281488A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of tradition earth kiln local-style dwelling houses wall reinforcement system and its construction technology |
-
2010
- 2010-03-10 CN CN201020126745XU patent/CN201598846U/en not_active Expired - Fee Related
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102661010A (en) * | 2012-05-16 | 2012-09-12 | 东南大学 | Composite shear wall |
| CN102864937A (en) * | 2012-10-12 | 2013-01-09 | 中建六局土木工程有限公司 | Construction method of rear added insert of prefabricated pillar |
| CN105569197A (en) * | 2015-12-22 | 2016-05-11 | 中国一冶集团有限公司 | External wall insulation board reinforcing device and reinforcing method thereof |
| CN105604343A (en) * | 2016-01-29 | 2016-05-25 | 浙江水利水电学院 | Construction method for reinforcing and repairing integral wall of ancient architecture |
| CN105604343B (en) * | 2016-01-29 | 2017-10-20 | 浙江水利水电学院 | A kind of integral wall reinforcement and repair construction method applied to ancient building |
| CN106088657B (en) * | 2016-08-03 | 2019-03-29 | 连云港市房屋安全鉴定管理中心 | A kind of ruggedized construction and its construction method of rowlock wall body |
| CN106088657A (en) * | 2016-08-03 | 2016-11-09 | 连云港市房屋安全鉴定管理中心 | The ruggedized construction of a kind of rowlock wall body and construction method thereof |
| CN106150114A (en) * | 2016-08-08 | 2016-11-23 | 南京工业大学 | A kind of historical relic's protection device for slowing down blasting vibration |
| CN106150114B (en) * | 2016-08-08 | 2018-09-04 | 南京工业大学 | A kind of historical relic's protection device for slowing down blasting vibration |
| CN106245928A (en) * | 2016-08-10 | 2016-12-21 | 山东东华水泥有限公司 | A kind of concrete silo rapid reinforcement restorative procedure |
| CN106245928B (en) * | 2016-08-10 | 2019-04-26 | 山东东华水泥有限公司 | A kind of concrete silo rapid reinforcement restorative procedure |
| CN108277998A (en) * | 2018-04-04 | 2018-07-13 | 四川森宇建筑工程有限公司 | A kind of concrete strengthening wall body structure |
| CN109281488A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of tradition earth kiln local-style dwelling houses wall reinforcement system and its construction technology |
| CN109281490A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of tradition earth kiln local-style dwelling houses prestressing without bondn integral reinforcing system and its construction technology |
| CN109281489A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of earth kiln local-style dwelling houses wall prestressed reinforcement structure |
| CN109281488B (en) * | 2018-09-27 | 2020-07-28 | 王维玉 | Traditional soil kiln resident house wall reinforcing system and construction process thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101006 Termination date: 20130310 |