CN211850727U - Integrated operation platform for cast-in-place shear wall - Google Patents
Integrated operation platform for cast-in-place shear wall Download PDFInfo
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- CN211850727U CN211850727U CN201922489270.4U CN201922489270U CN211850727U CN 211850727 U CN211850727 U CN 211850727U CN 201922489270 U CN201922489270 U CN 201922489270U CN 211850727 U CN211850727 U CN 211850727U
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- upright post
- shear wall
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Abstract
The utility model relates to the technical field of building protection devices, in particular to an integrated operation platform for cast-in-place shear walls, which comprises a guardrail frame, a lower layer main upright post, a lower layer inner upright post, an upper layer main upright post, an inclined strut and a split bolt, wherein the lower layer main upright post is arranged outside a cast shear wall, the lower layer inner upright post is arranged inside the cast shear wall, and the lower layer main upright post and the lower layer inner upright post are connected through the split bolt; the upper-layer main upright column is arranged above the lower-layer main upright column, and the lower end of the upper-layer main upright column is arranged on the outer side of the cast shear wall and is connected with the lower-layer inner upright column through a split bolt; the guardrail frame is arranged on the outer side of the upper-layer main upright post; the shear wall casting device is characterized by further comprising a connecting piece and casting templates for casting and forming the shear wall, wherein the casting templates are arranged between the two adjacent upper-layer main columns in parallel. The utility model discloses an integral type operation platform is used to cast-in-place shear force wall can be used to pour design shear force wall and mountable guardrail frame.
Description
Technical Field
The utility model relates to a building protection device technical field especially relates to cast-in-place shear force integral type operation platform for wall.
Background
At present, for the shear wall structure of the fabricated building, the construction is efficient, rapid, energy-saving and environment-friendly; in the aspect of safety protection of floor construction, a simple external guardrail frame is mostly installed on a shear wall; however, if the shear wall is cast in place, a formwork for casting the shear wall needs to be erected on the operation layer, and the simple external guardrail frame cannot be installed. Therefore, there is a need for an integrated operation platform, which can be used for casting and shaping a shear wall and can be provided with an external guardrail frame.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a cast-in-place shear force integral type operation platform for wall to prior art's not enough, can be used to pour design shear force wall and mountable external guardrail frame.
In order to achieve the purpose, the integrated operation platform for the cast-in-place shear wall comprises a guardrail frame, and further comprises a lower-layer main stand column, a lower-layer inner stand column, an upper-layer main stand column, an inclined strut and a split bolt, wherein the lower-layer main stand column is arranged on the outer side of a cast shear wall, the lower-layer inner stand column is arranged on the inner side of the cast shear wall, and the lower-layer main stand column and the lower-layer inner stand column are connected through the split bolt;
the upper-layer main upright column is arranged above the lower-layer main upright column, and the lower end of the upper-layer main upright column is arranged on the outer side of the cast shear wall and is connected with the lower-layer inner upright column through a split bolt;
the guardrail frame is arranged on the outer side of the upper-layer main upright post; one end of the diagonal brace is arranged at the bottom of the guardrail frame, and the other end of the diagonal brace is pivoted with the main upright post;
the upper-layer main upright post is arranged at intervals with the upper-layer inner upright post through split bolts;
a plurality of upper-layer main upright columns are arranged at intervals;
the shear wall is characterized by also comprising a connecting piece and pouring templates for pouring and forming the shear wall, wherein the pouring templates are arranged between two adjacent upper-layer main columns in parallel; the upper layer main upright post and the pouring template, and the pouring template are detachably connected through connecting pieces.
Furthermore, still include interim oblique stay cord, the one end of interim oblique stay cord is connected in upper main column, and the other end of interim oblique stay cord is connected in the fashioned floor of pouring.
Furthermore, the lower end parts of the upper inner vertical columns are inserted into the poured floor.
Further, still include the reinforcement backing, the reinforcement backing sets up in the outside of upper main column, and the length direction of upper main column is mutually perpendicular with the length direction of reinforcement backing.
Further, still include the piece of patching, the piece of patching sets up in the lower tip of upper main column, and the piece of patching passes through the bolt to be connected with upper main column, and upper main column passes through the piece of patching to be connected with lower floor's inner column.
Furthermore, a hanging ring is arranged above the guardrail frame.
Further, the connecting piece is a bolt and nut assembly or a pin.
The utility model has the advantages that: the utility model discloses a cast-in-place shear force integral type operation platform for wall installs lower floor's head tree, lower floor's inner prop in order to fix lower floor's head tree in fashioned wall body, and upper layer head tree installs in lower floor's head tree and realizes fixing upper layer head tree to support the guardrail frame. The utility model discloses an integral type operation platform is used to cast-in-place shear force wall, during the guardrail frame on this layer of installation, does not influence the operation of pouring of the cast-in-place shear force wall on this layer. The utility model discloses a cast-in-place shear force is integral type operation platform for wall, it is used for pouring the cast-in-place shear force wall of shaping to pour the template, the utility model discloses a cast-in-place shear force is integral type operation platform for wall can be used to pour design shear force wall and mountable guardrail frame.
Drawings
Fig. 1 is a front view of the present invention.
Fig. 2 is a schematic top view of the present invention.
The reference numerals include:
1-guardrail frame 2-lower main upright post 3-lower inner upright post
4-upper layer main upright post 5-inclined strut 6-split bolt
7-temporary stay cable 8-reinforced backtie 9-patch part
10, a hanging ring 11, a pouring template 12 and a connecting piece.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings.
As shown in fig. 1 and 2, the integrated operation platform for cast-in-place shear wall of the present invention comprises a guardrail frame 1, and further comprises a lower main column 2, a lower inner column 3, an upper main column 4, an inclined strut 5, and a tie bolt 6, wherein the lower main column 2 is arranged outside the shear wall which is cast, the lower inner column 3 is arranged inside the shear wall which is cast, and the lower main column 2 and the lower inner column 3 are connected through the tie bolt 6;
the upper-layer main upright post 4 is arranged above the lower-layer main upright post 2, and the lower end of the upper-layer main upright post 4 is arranged on the outer side of the cast shear wall and is connected with the lower-layer inner upright post 3 through a split bolt 6;
the guardrail frame 1 is arranged on the outer side of the upper-layer main upright post 4; one end of the diagonal brace 5 is arranged at the bottom of the guardrail frame 1, and the other end of the diagonal brace 5 is pivoted with the main upright post;
the upper layer inner upright post is arranged at intervals with the upper layer main upright post 4 through a split bolt 6;
a plurality of upper-layer main columns 4 are arranged, and the plurality of upper-layer main columns 4 are arranged at intervals;
the shear wall is characterized by further comprising a connecting piece 12 and pouring templates 11 for pouring and forming the shear wall, wherein the plurality of pouring templates 11 are arranged between two adjacent upper-layer main columns 4 in parallel; the upper-layer main upright post 4 and the pouring template 11, and the pouring template 11 are detachably connected through connecting pieces 12.
The utility model discloses a cast-in-place shear force integral type operation platform for wall installs lower floor's head tree 2, lower floor's inner prop 3 in fashioned wall body with fixed lower floor's head tree 2, and upper layer head tree 4 is installed in lower floor's head tree 2 and is realized fixing upper layer head tree 4 to support guardrail frame 1. The utility model discloses an integral type operation platform is used to cast-in-place shear force wall, when installing guardrail frame 1 on this layer, do not influence the operation of pouring of the cast-in-place shear force wall on this layer. The utility model discloses a cast-in-place shear force is integral type operation platform for wall, pour template 11 and be used for pouring the cast-in-place shear force wall of shaping, the utility model discloses a cast-in-place shear force is integral type operation platform for wall can be used to pour design shear force wall and mountable guardrail frame 1.
Furthermore, still include interim oblique stay cord 7, the one end of interim oblique stay cord 7 is connected in upper main column 4, and the other end of interim oblique stay cord 7 is connected in the floor of having pour the shaping. The utility model discloses a cast-in-place shear force integral type operation platform for wall further improves the stability of upper main upright post 4.
Furthermore, the lower end parts of the upper inner vertical columns are inserted into the poured floor. The utility model discloses a cast-in-place shear force integral type operation platform for wall further improves the stability of upper main upright post 4.
Further, the reinforcing structure further comprises a reinforcing back 8, the reinforcing back 8 is arranged on the outer side of the upper-layer main upright post 4, and the length direction of the upper-layer main upright post 4 is perpendicular to the length direction of the reinforcing back 8. Utility model's cast-in-place shear force integral type operation platform for wall consolidates the back and ties 8 wholeness and the stability that have improved upper main column 4.
Further, still include the piece 9 of piecing together, piece 9 sets up in the lower tip of upper main upright post 4, and piece 9 of piecing together is connected with upper main upright post 4 through the bolt, and upper main upright post 4 is connected with lower floor's inner upright post 3 through piece 9 of piecing together. The utility model discloses an integral type operation platform is used to cast-in-place shear force wall, upper layer head tree 4 and lower floor's head tree 2 can the looks isostructure, carries out to upper layer head tree 4 through piece 9 of mending and pieces together for upper layer head tree 4 can downwardly extending to lower floor's head tree 2's top is with fixed upper layer head tree 4. The utility model discloses a cast-in-place shear force integral type operation platform for wall, it is with low costs.
Further, a hanging ring 10 is arranged above the guardrail frame 1. The utility model discloses a cast-in-place shear force integral type operation platform for wall easily hoists.
Further, the connecting member 12 is a bolt and nut assembly or a pin. The utility model discloses an integral type operation platform is used to cast-in-place shear force wall, bolt and nut subassembly or pin are easily connected and are dismantled and pour template 11.
In conclusion, the present invention has the above-mentioned excellent characteristics, so that it can be used to enhance the effectiveness of the prior art and has practicability, and thus it is a product with practical value.
The above description is only for the preferred embodiment of the present invention, and for those skilled in the art, there are variations on the detailed description and the application scope according to the idea of the present invention, and the content of the description should not be construed as a limitation to the present invention.
Claims (7)
1. Cast-in-place shear force integral type operation platform for wall, including the guardrail frame, its characterized in that: the shear wall comprises a shear wall body and is characterized by further comprising a lower-layer main upright post, a lower-layer inner upright post, an upper-layer main upright post, an inclined strut and a split bolt, wherein the lower-layer main upright post is arranged on the outer side of the shear wall which is cast, the inner side of the shear wall which is cast is arranged on the lower-layer inner upright post, and the lower-layer main upright post and the lower-layer inner upright post are connected through the split;
the upper-layer main upright column is arranged above the lower-layer main upright column, and the lower end of the upper-layer main upright column is arranged on the outer side of the cast shear wall and is connected with the lower-layer inner upright column through a split bolt;
the guardrail frame is arranged on the outer side of the upper-layer main upright post; one end of the diagonal brace is arranged at the bottom of the guardrail frame, and the other end of the diagonal brace is pivoted with the main upright post;
the upper-layer main upright post is arranged at intervals with the upper-layer inner upright post through split bolts;
a plurality of upper-layer main upright columns are arranged at intervals;
the shear wall is characterized by also comprising a connecting piece and pouring templates for pouring and forming the shear wall, wherein the pouring templates are arranged between two adjacent upper-layer main columns in parallel; the upper layer main upright post and the pouring template, and the pouring template are detachably connected through connecting pieces.
2. The integrated operation platform for the cast-in-place shear wall according to claim 1, characterized in that: still include interim oblique stay cord, the one end of interim oblique stay cord is connected in upper main column, and the other end of interim oblique stay cord is connected in the fashioned floor of pouring.
3. The integrated operation platform for the cast-in-place shear wall according to claim 1, characterized in that: the lower end parts of the upper inner-layer upright columns are inserted into the poured floor.
4. The integrated operation platform for the cast-in-place shear wall according to claim 1, characterized in that: the reinforcing device is characterized by further comprising a reinforcing back fastener, wherein the reinforcing back fastener is arranged on the outer side of the upper-layer main stand column, and the length direction of the upper-layer main stand column is perpendicular to the length direction of the reinforcing back fastener.
5. The integrated operation platform for the cast-in-place shear wall according to claim 1, characterized in that: still include the piece of patching, the piece of patching sets up in the lower tip of upper main column, and the piece of patching passes through the bolt to be connected with upper main column, and upper main column passes through the piece of patching to be connected with lower floor's inner column.
6. The integrated operation platform for the cast-in-place shear wall according to claim 1, characterized in that: and a hanging ring is arranged above the guardrail frame.
7. The integrated operation platform for the cast-in-place shear wall according to claim 1, characterized in that: the connecting piece is a bolt and nut assembly or a pin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922489270.4U CN211850727U (en) | 2019-12-31 | 2019-12-31 | Integrated operation platform for cast-in-place shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922489270.4U CN211850727U (en) | 2019-12-31 | 2019-12-31 | Integrated operation platform for cast-in-place shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211850727U true CN211850727U (en) | 2020-11-03 |
Family
ID=73209475
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922489270.4U Expired - Fee Related CN211850727U (en) | 2019-12-31 | 2019-12-31 | Integrated operation platform for cast-in-place shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211850727U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110965756A (en) * | 2019-12-31 | 2020-04-07 | 广西建工集团第五建筑工程有限责任公司 | Integrated operation platform for cast-in-situ shear wall and construction method thereof |
-
2019
- 2019-12-31 CN CN201922489270.4U patent/CN211850727U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110965756A (en) * | 2019-12-31 | 2020-04-07 | 广西建工集团第五建筑工程有限责任公司 | Integrated operation platform for cast-in-situ shear wall and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: No. 167, Donghuan Avenue, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee after: Guangxi construction engineering Fifth Construction Engineering Group Co.,Ltd. Address before: 545006 No. 167, east ring Avenue, Liuzhou City, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee before: THE FIFTH CONSTRUCTION ENGINEERING COMPANY OF GUANGXI CONSTRUCTION ENGINEERING Group |
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| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201103 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |