CN204343650U - Regularization outrigger wall-connecting piece through walls - Google Patents
Regularization outrigger wall-connecting piece through walls Download PDFInfo
- Publication number
- CN204343650U CN204343650U CN201420776305.7U CN201420776305U CN204343650U CN 204343650 U CN204343650 U CN 204343650U CN 201420776305 U CN201420776305 U CN 201420776305U CN 204343650 U CN204343650 U CN 204343650U
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- China
- Prior art keywords
- wall
- walls
- connecting piece
- wall steel
- steel plate
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- Expired - Fee Related
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Abstract
The utility model discloses a kind of regularization outrigger wall-connecting piece through walls, it comprises a screw rod through walls (6), a termination of this screw rod through walls (6) is provided with one piece of pressure wall steel plate (7), screw rod through walls (6) is also installed with even wall steel pipe (4), be respectively equipped with sandwich wall steel plate (5) and nut shim (2) at company wall steel pipe (4) two ends, nut shim (2) is supporting is provided with stop nut (1).The utility model can use the Screw arbor with nut at both-ends hole that stays during shear wall construction or use when shear wall construction PVC spool reserving hole to carry out passing of threaded rod and use stop nut to carry out wall-connecting piece fixing when shear wall place is arranged, then building vertical rod is fixed by right-angle coupler.This wall-connecting piece of the present utility model makes simple, and mounting or dismounting are convenient.
Description
Technical field
The utility model relates to the realm of building construction, is specifically related to a kind of regularization outrigger wall-connecting piece through walls.
Background technology
Along with the continuous lifting of land utilization ratio, building height is constantly increased, shear wall structure is as bearing building vertical load and also constantly increasing in highrise building to the Important building structure of the horizontal loadings such as wind load resistance, when building outer shear wall structure construction and decorations construction, external scaffolding need be set up, and according to " building operations fastener type steel pipe scaffold technical specification of security " requirement, wall-connecting piece arrange maximum spacing must not be greater than two steps three across, therefore for meeting construction safety needs, inevitably need to establish wall-connecting piece at large area shear wall place.
Utility model content
Technical problem to be solved in the utility model is the problem that shear wall external scaffolding arranges wall-connecting piece when setting up.
For solving this technical problem, the utility model have employed a kind of regularization outrigger wall-connecting piece through walls, it is set up for shear wall external scaffolding, it comprises a screw rod through walls, a termination of this screw rod through walls is provided with one block of pressure wall steel plate, screw rod through walls is also installed with an even wall steel pipe, and be respectively equipped with sandwich wall steel plate and nut shim at company wall steel pipe two ends, nut shim is supporting is provided with stop nut.Stop nut lays respectively at the two ends of screw rod through walls with pressure wall steel plate.
Further, connect wall steel pipe to be connected with the outrigger vertical rod of shear wall by right-angle coupler.And outrigger vertical rod is connected with leger by right-angle coupler, like this, shear wall, outrigger vertical rod, leger is made to form an overall structure by wall-connecting piece of the present utility model.
Further, screw rod through walls is through the reserving hole on shear wall, and the side being pressed in shear wall that pressure wall steel plate is smooth, shear wall is clamped from both sides by pressure wall steel plate and sandwich wall steel plate.And even wall steel pipe is close to by sandwich wall steel plate, connect wall steel pipe and be connected with outrigger vertical rod again, such entirety forms very stable structure.
Further, it is 2 millimeters of standard coarse threads that screw surface through walls is provided with pitch, is regulated the elasticity of wall-connecting piece like this by stop nut.
In order to effectively utilize the waste and scrap of job site, preferably, screw rod through walls is that job site bar dowel processes, and surface uses thread cutter for steel bar machining screw, and pressure wall Plate Welding is in one bottom portion.
In addition, nut assembly for installing adjustment comprises two hexagonal stop nuts and one piece of nut shim, preferably, the maximum diameter of hex nut 24 millimeters, screwhole diameter 16 millimeters, flight pitch 2 millimeters, thickness 14.8 millimeters, nut shim length and width are 50 millimeters, thickness 8 millimeters, screw hole is left at middle part, the aperture of screw hole is mated with the external diameter of screw rod through walls, is weldingly connected, prevents pad from losing with first hex nut, and nut and pad acting in conjunction, play the fixing effect connecting wall steel pipe position.
Pressure wall steel pipe is common diameter 48 millimeters, thickness 3.5 millimeters, long 300 millimeters of steel pipes; Pressure wall steel plate length and width are 60 millimeters, thickness 8 millimeters, leave diameter 20 millimeters of screw holes, the same limit screw rod that screw rod is passed through and the spacing of steel pipe in the middle part of steel plate, and the load produced by clamp nut is evenly delivered to metope by pressure wall steel plate.
The utility model can use the Screw arbor with nut at both-ends hole that stays during shear wall construction or use when shear wall construction PVC spool reserving hole to carry out passing of threaded rod and use stop nut to carry out wall-connecting piece fixing when shear wall place is arranged, then building vertical rod is fixed by right-angle coupler; This wall-connecting piece of the present utility model makes simple, and mounting or dismounting are convenient, and the material of making is the scene reinforcing bar that cannot continue to use and steel pipe etc., under the horizontal loads of 8KN, threaded rod elongation is less than 2 millimeters, does not affect its normal usage energy, has stronger practicality.
Accompanying drawing explanation
Fig. 1 is outrigger wall-connecting piece structural representation through walls;
Fig. 2 is that outrigger wall-connecting piece through walls implements schematic diagram, i.e. actual use southeast axis side view;
Description of reference numerals: 1-stop nut, 2-nut shim, 3-right-angle coupler, 4-connects wall steel pipe, 5-sandwich wall steel plate, 6-screw rod through walls, and 7-presses wall steel plate, the vertical rod of 8-outrigger, 9-leger, 10-shear wall.
Detailed description of the invention
Below in conjunction with embodiment, the utility model is described in further detail.
As shown in Figure 1, Fig. 1 illustrates the structural representation of outrigger wall-connecting piece through walls of the present utility model, as we can see from the figure, the utility model is mainly made up of with each parts on it screw rod 6 through walls, the bottom welding of screw rod 6 through walls is provided with one block of pressure wall steel plate 7, one block of sandwich wall steel plate 5 is provided with at the near middle of screw rod 6 through walls, distance between pressure wall steel plate 7 and sandwich wall steel plate 5 should be suitable with the thickness of shear wall 10, after in the preformed hole that between such pressure wall steel plate 7 and sandwich wall steel plate 5, the screw rod through walls 6 of section is through on shear wall 10, pressure wall steel plate 7 and sandwich wall steel plate 5 are clamped fixing from the both sides of shear wall 10.The company's of being provided with wall steel pipe 4 is close in the top of sandwich wall steel plate 5, connects wall steel pipe 4 and is enclosed within screw rod 6 through walls, and the top nut shim 2 and the stop nut 1 that connect wall steel pipe 4 are spacing fastening.Nut shim 2 and sandwich wall steel plate 5 are from clamping connecting wall steel pipe 4 up and down.
Fig. 2 illustrates southeast axis side view when the utility model is implemented, when the utility model is implemented, by screw rod 6 through walls through hole (omitting in figure) reserved on shear wall 10, guarantee the inner side being pressed in shear wall 10 of pressing wall steel plate 7 smooth, then sandwich wall steel plate 5 is made to clamp the outside of shear wall 10, put connecting wall steel pipe 4 again, nut shim 2 and stop nut 1 is used to carry out connecting the fixing of wall steel pipe 4, nut selects the wrench operated that adapts, namely wall-connecting piece installs, again by outrigger vertical rod 8 by right-angle coupler 3 with connect wall steel pipe 4 and be connected, the leger 9 arranged with outrigger under connected node is again connected, then whole wall-connecting piece system is provided with.
Certainly, more than just embody rule example of the present utility model, the technical scheme that the utility model also has other embodiment, all employings to be equal to replacement or equivalent transformation to be formed, all drops within the protection domain required by the utility model.
Claims (4)
1. a regularization outrigger wall-connecting piece through walls, it is set up for shear wall (10) external scaffolding, it is characterized in that: it comprises a screw rod through walls (6), a termination of this screw rod through walls (6) is provided with one piece of pressure wall steel plate (7), screw rod through walls (6) is also installed with even wall steel pipe (4), be respectively equipped with sandwich wall steel plate (5) and nut shim (2) at company wall steel pipe (4) two ends, nut shim (2) is supporting is provided with stop nut (1).
2. regularization according to claim 1 outrigger wall-connecting piece through walls, is characterized in that: described wall steel pipe (4) that connects is connected with the outrigger vertical rod (8) of shear wall (10) by right-angle coupler (3).
3. regularization according to claim 1 outrigger wall-connecting piece through walls, it is characterized in that: described screw rod through walls (6) is through the reserving hole on shear wall (10), the side being pressed in shear wall (10) that described pressure wall steel plate (7) is smooth, described pressure wall steel plate (7) and sandwich wall steel plate (5) are clamped from both sides by shear wall (10).
4. the outrigger wall-connecting piece through walls of the regularization according to Claims 2 or 3, is characterized in that: it is 2 millimeters of standard coarse threads that described screw rod through walls (6) surface is provided with pitch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420776305.7U CN204343650U (en) | 2014-12-11 | 2014-12-11 | Regularization outrigger wall-connecting piece through walls |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420776305.7U CN204343650U (en) | 2014-12-11 | 2014-12-11 | Regularization outrigger wall-connecting piece through walls |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204343650U true CN204343650U (en) | 2015-05-20 |
Family
ID=53226927
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420776305.7U Expired - Fee Related CN204343650U (en) | 2014-12-11 | 2014-12-11 | Regularization outrigger wall-connecting piece through walls |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204343650U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836310A (en) * | 2017-02-27 | 2017-06-13 | 中冶建工集团有限公司 | A kind of building basement external wall waterproof construction method |
| CN107165404A (en) * | 2017-06-22 | 2017-09-15 | 中国三冶集团有限公司 | External scaffolding drawknot method at shear wall |
| CN110080122A (en) * | 2019-05-28 | 2019-08-02 | 南京铁道职业技术学院 | The linked system and installation method of existing box steel member |
| CN112814351A (en) * | 2021-01-04 | 2021-05-18 | 邓维记 | Lifting construction equipment hanging point device |
| CN114046037A (en) * | 2021-10-21 | 2022-02-15 | 中国五冶集团有限公司 | Combined clamping piece type wall connecting piece and construction method thereof |
-
2014
- 2014-12-11 CN CN201420776305.7U patent/CN204343650U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836310A (en) * | 2017-02-27 | 2017-06-13 | 中冶建工集团有限公司 | A kind of building basement external wall waterproof construction method |
| CN107165404A (en) * | 2017-06-22 | 2017-09-15 | 中国三冶集团有限公司 | External scaffolding drawknot method at shear wall |
| CN110080122A (en) * | 2019-05-28 | 2019-08-02 | 南京铁道职业技术学院 | The linked system and installation method of existing box steel member |
| CN112814351A (en) * | 2021-01-04 | 2021-05-18 | 邓维记 | Lifting construction equipment hanging point device |
| CN114046037A (en) * | 2021-10-21 | 2022-02-15 | 中国五冶集团有限公司 | Combined clamping piece type wall connecting piece and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150520 Termination date: 20171211 |