CN204899220U - Shear force wall outer wall meet a batch connection structure - Google Patents
Shear force wall outer wall meet a batch connection structure Download PDFInfo
- Publication number
- CN204899220U CN204899220U CN201520576870.3U CN201520576870U CN204899220U CN 204899220 U CN204899220 U CN 204899220U CN 201520576870 U CN201520576870 U CN 201520576870U CN 204899220 U CN204899220 U CN 204899220U
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- wall
- shear wall
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Abstract
The utility model relates to a shear force wall outer wall meet a batch connection structure connects a stubble face department certain distance level to adorn a coupling nut admittedly at the outer wall of shear force wall apart from the level, and at the vertical compound exterior sheathing of surface laminating one deck of shear force wall, solid dress is fixed a position through a fixing bolt, screw rod, mountain type card with the coupling nut meshing to compound exterior sheathing, outer flitch and steel pipe, and this fixing bolt adopts nut fastening to fix. The utility model discloses an outer wall connects batch mode of frustum shape nut, can prevent effectively that high -rise shear force wall outer wall from connecing the race hourglass thick liquid of stubble and the phenomenons such as unevenness that the outer wall connect the stubble to it does not have the phenomenon of support to have overcome outer wall template when using the bottom screw to consolidate, has solved carpenter's expense of establishing the interim support of outer wall template, has not only improved the entity and the impression quality of outer wall, has practiced thrift building technology cost simultaneously yet, and has avoided some unsafe factor.
Description
Technical field
The utility model belongs to technical field of buildings, relates to connecing stubble between shear wall, especially a kind of shear wall exterior wall connect a batch syndeton.
Background technology
Shear wall exterior wall and staircase shear wall and other bodies of wall inevitably produce and connect stubble and be connected, if adopt traditional misconnection method, or flush method, be very easy to produce and run spillage phenomenon, at joint part because the difference of the coefficient of expansion also easily occurs out-of-flatness phenomenon, not only do not reach the steadiness of wall connecting, simultaneously the entity of External Wall and perception cause larger impact, also for maintenance in the future leaves hidden danger.
At present, along with the development of Building technology, shear wall exterior wall and staircase shear wall connect the mode that stubble also adopts bottom split bolt to reinforce, but because outer wall template is without bearing, the temporary support of outer wall template must be installed, thereby increase the cost of building operations.
Retrieved by patent document, not yet find to relate to the documents identical or close with the utility model technical characteristic.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, provides a kind of adopt taper type nut to carry out syndeton that shear wall exterior wall connects stubble.
The utility model solves its technical problem and takes following technical scheme to realize:
Shear wall exterior wall connect a batch syndeton, it is characterized in that: connect level in batch shear wall of face certain distance be fixedly mounted with a taper type nut in the level of distance shear wall, the outer end end face of this taper type nut flushes with the side external surface of shear wall; To fit the vertical compound external mold plate of one deck at the side external surface of shear wall, install the vertical outer flitch of one deck outward at this compound external mold plate, compound external mold plate, outer flitch engage to position with taper type nut by a standing screw and are fixedly mounted with; Side joint stubble face is fixedly mounted with successively inner side composite shuttering, interior flitch and steel pipe in the shear wall of upper strata, be the exterior wall of shear wall between inner side composite shuttering and outside composite shuttering, the split bolt of inner side composite shuttering, interior flitch and steel pipe and outside composite shuttering, outer flitch and steel pipe employing level jointly, mountain type card and nut socket fastening.
And described attaching nut is taper type nut.
And described taper type nut inner end is coaxially fixedly mounted with a connection L shape screw rod in shear wall.
And the binding site between shear wall outer upper end and outside composite shuttering is fixed with a sealing sponge strip.
Advantage of the present utility model and good effect are:
1, the utility model adopts exterior wall to connect a batch mode for taper type nut, can effectively prevent high-layer shear force wall exterior wall from connecing the race spillage of stubble and exterior wall connects the phenomenons such as the out-of-flatness of stubble, and overcome the phenomenon of outer wall template when using bottom screw to reinforce without bearing, solve the expense that carpenter installs outer wall template temporary support, not only increase entity and the impression quality of exterior wall, also save construction process cost simultaneously, and avoid some unsafe factors.
2, the utility model is because the exterior wall reinforcing lumps of wood or steel pipe are no longer to downward-extension, thereby saving the use of circulation material; Further, because of the burial place of taper type nut be cast-in-place lower about 50mm, than before this with bottom split bolt reinforce construction technology can effectively save the reinforcing template time, operate also safer simultaneously.
Accompanying drawing explanation
Fig. 1 is the cross section schematic diagram that the exterior wall level of the utility model shear wall connects stubble;
Fig. 2 is the A portion structure enlarged diagram of Fig. 1.
Detailed description of the invention
Below in conjunction with accompanying drawing, by specific embodiment, the utility model is described in further detail, and following examples are descriptive, is not determinate, can not limit protection domain of the present utility model with this.
A kind of shear wall exterior wall connect a batch syndeton, in the shear wall that the level of distance shear wall 10 meets about 50mm place, batch face 9, level is fixedly mounted with a taper type nut 12, this taper type nut inner end is coaxially fixedly mounted with a connection L shape screw rod 11 in shear wall, to ensure the intensity of taper type nut in shear wall and stability; The outer end end face of taper type nut flushes with the side external surface of shear wall; To fit the vertical compound external mold plate 2 of one deck at the side external surface of shear wall, at this compound external mold plate, the vertical outer flitch 1 of one deck is installed outward, vertical outer flitch is installed as secondary stupefied outward at this compound external mold plate, the steel pipe (￠ 48 × 3.5) of the level of the outer installation of flitch is outside as main stupefied, compound external mold plate, outer flitch engage to position with taper type nut by a standing screw 13 and are fixedly mounted with, and this standing screw adopts nut and steel pipe, mountain type card is fastened and fixed.
Side joint stubble face is fixedly mounted with successively inner side composite shuttering 5, interior flitch 6 and steel pipe 7 in the shear wall of upper strata, be the exterior wall 4 of shear wall between inner side composite shuttering and outside composite shuttering, the split bolt 3 of inner side composite shuttering, interior flitch and steel pipe and outside composite shuttering, outer flitch and steel pipe employing level jointly, mountain type card and nut 8 socket fastening.
In order to avoid running spillage, the binding site between shear wall outer upper end and compound external mold plate is fixed with a sealing sponge strip 14.
Build exterior wall concrete between the inside and outside template of compound after, dismantle inside and outside composite shuttering and inside and outside flitch, the stubble that connects that can form inner-outer wall connects.
Claims (3)
1. shear wall exterior wall connect a batch syndeton, it is characterized in that: connect level in batch shear wall of face certain distance be fixedly mounted with a taper type nut in the level of distance shear wall, the outer end end face of this taper type nut flushes with the side external surface of shear wall; To fit the vertical compound external mold plate of one deck at the side external surface of shear wall, install the vertical outer flitch of one deck outward at this compound external mold plate, compound external mold plate, outer flitch engage to position with taper type nut by a standing screw and are fixedly mounted with; Side joint stubble face is fixedly mounted with successively inner side composite shuttering, interior flitch and steel pipe in the shear wall of upper strata, be the exterior wall of shear wall between inner side composite shuttering and outside composite shuttering, the split bolt of inner side composite shuttering, interior flitch and steel pipe and outside composite shuttering, outer flitch and steel pipe employing level jointly, mountain type card and nut socket fastening.
2. shear wall exterior wall according to claim 1 connect a batch syndeton, it is characterized in that: described taper type nut inner end is coaxially fixedly mounted with a connection L shape screw rod in shear wall.
3. shear wall exterior wall according to claim 1 connect a batch syndeton, it is characterized in that: the binding site between shear wall outer upper end and outside composite shuttering is fixed with a sealing sponge strip.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520576870.3U CN204899220U (en) | 2015-08-04 | 2015-08-04 | Shear force wall outer wall meet a batch connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520576870.3U CN204899220U (en) | 2015-08-04 | 2015-08-04 | Shear force wall outer wall meet a batch connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204899220U true CN204899220U (en) | 2015-12-23 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520576870.3U Expired - Fee Related CN204899220U (en) | 2015-08-04 | 2015-08-04 | Shear force wall outer wall meet a batch connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204899220U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088580A (en) * | 2016-06-08 | 2016-11-09 | 中国十七冶集团有限公司 | A kind of skin external corner |
| CN108412053A (en) * | 2018-05-09 | 2018-08-17 | 北京住总集团有限责任公司 | Structure outer interlayer joint part pre-embedded device and interlayer connect a batch construction method |
| CN108868121A (en) * | 2018-09-13 | 2018-11-23 | 中信国安建工集团有限公司 | A kind of horizontal construction joint reinforcing bolt and the reinforcement means based on the bolt |
| CN109577648A (en) * | 2018-12-12 | 2019-04-05 | 中建四局第六建筑工程有限公司 | A kind of connection structure of outer wall template bottom |
| CN109972840A (en) * | 2019-04-16 | 2019-07-05 | 中建四局第六建筑工程有限公司 | A kind of exterior wall joint part formwork erection structure and its erection method |
| CN109989577A (en) * | 2019-05-09 | 2019-07-09 | 中国建筑第七工程局有限公司 | It solves shear wall and vertically connects the swollen mould in batch position, spillage easy device |
| CN110145124A (en) * | 2019-05-29 | 2019-08-20 | 中铁十六局集团城市建设发展有限公司 | A kind of control shear wall level connects the reinforcement tools and its construction method of batch quality |
| CN114753633A (en) * | 2022-03-18 | 2022-07-15 | 五冶集团上海有限公司 | Turnover bolt reinforcing method for preventing suspended mold from expanding |
| CN115288423A (en) * | 2022-08-08 | 2022-11-04 | 中建八局第四建设有限公司 | Reinforcing construction method for stair shear wall template |
| CN115898071A (en) * | 2022-11-28 | 2023-04-04 | 中能建建筑集团有限公司 | Structure for reinforcing concrete and construction method thereof |
-
2015
- 2015-08-04 CN CN201520576870.3U patent/CN204899220U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088580A (en) * | 2016-06-08 | 2016-11-09 | 中国十七冶集团有限公司 | A kind of skin external corner |
| CN108412053A (en) * | 2018-05-09 | 2018-08-17 | 北京住总集团有限责任公司 | Structure outer interlayer joint part pre-embedded device and interlayer connect a batch construction method |
| CN108868121A (en) * | 2018-09-13 | 2018-11-23 | 中信国安建工集团有限公司 | A kind of horizontal construction joint reinforcing bolt and the reinforcement means based on the bolt |
| CN109577648A (en) * | 2018-12-12 | 2019-04-05 | 中建四局第六建筑工程有限公司 | A kind of connection structure of outer wall template bottom |
| CN109972840A (en) * | 2019-04-16 | 2019-07-05 | 中建四局第六建筑工程有限公司 | A kind of exterior wall joint part formwork erection structure and its erection method |
| CN109972840B (en) * | 2019-04-16 | 2024-02-27 | 中建四局第六建筑工程有限公司 | Formwork supporting structure and method for joint of outer wall |
| CN109989577A (en) * | 2019-05-09 | 2019-07-09 | 中国建筑第七工程局有限公司 | It solves shear wall and vertically connects the swollen mould in batch position, spillage easy device |
| CN110145124A (en) * | 2019-05-29 | 2019-08-20 | 中铁十六局集团城市建设发展有限公司 | A kind of control shear wall level connects the reinforcement tools and its construction method of batch quality |
| CN114753633A (en) * | 2022-03-18 | 2022-07-15 | 五冶集团上海有限公司 | Turnover bolt reinforcing method for preventing suspended mold from expanding |
| CN115288423A (en) * | 2022-08-08 | 2022-11-04 | 中建八局第四建设有限公司 | Reinforcing construction method for stair shear wall template |
| CN115898071A (en) * | 2022-11-28 | 2023-04-04 | 中能建建筑集团有限公司 | Structure for reinforcing concrete 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 |
Granted publication date: 20151223 Termination date: 20180804 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |