CN112454652B - Flexible positioning support binding device of framework combination and framework combination forming method - Google Patents
Flexible positioning support binding device of framework combination and framework combination forming method Download PDFInfo
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- CN112454652B CN112454652B CN202011287234.0A CN202011287234A CN112454652B CN 112454652 B CN112454652 B CN 112454652B CN 202011287234 A CN202011287234 A CN 202011287234A CN 112454652 B CN112454652 B CN 112454652B
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
- B28B23/024—Supporting means
Abstract
The invention provides a framework combined flexible positioning supporting binding device, which comprises a supporting platform, a support assembly and a lifting positioning frame, wherein the support assembly is arranged on the supporting platform and comprises at least four fixing supports, two groups of fixing supports which are arranged in parallel and two groups of fixing supports which are perpendicular to each other exist in the at least four fixing supports, the two ends of each fixing support in the length direction are respectively provided with one lifting positioning frame, the lifting positioning frames are used for adjusting, moving and fixing the whole fixing supports in the length direction of the fixing supports, each lifting positioning frame comprises a positioning frame, a lifting frame and a carrying positioning frame, the positioning frames are connected with the fixing supports, the lifting frames are used for adjusting the height of a steel bar framework arranged on the lifting positioning frames, and the carrying positioning frames are used for directly carrying the steel bar framework. The invention also provides a framework combination forming method. The device is very suitable for automatically producing the concrete prefabricated wall panel component.
Description
Technical Field
The invention belongs to the field of preparation of concrete prefabricated parts, and particularly relates to a framework combined flexible positioning support binding device and a framework combination forming method.
Background
In the production of PC (precast concrete) wallboard components at present, single steel reinforcement frameworks are usually bound or welded, then are sequentially placed into a pouring mold for combination, and then the steel reinforcement frameworks are bound. This approach is not suitable for automated production.
In the automatic production process, generally, it is desirable to perform binding among a plurality of steel reinforcement frameworks to form a framework combination, and then place the framework combination into a pouring mold for concrete pouring. However, in the prior art, a supporting mode or a supporting binding device which can be combined to form a framework combination between the reinforcement frameworks outside the mold does not exist. Especially, no device which can adapt to supporting and binding among the steel reinforcement frameworks with different styles and different models exists in the prior art.
Therefore, there is a need in the art for a new positioning, supporting and binding device for the framework combination of prefabricated concrete wall panel members and a method for forming the framework combination.
Disclosure of Invention
Therefore, the invention firstly provides a flexible positioning supporting and binding device combined by a framework, which comprises a supporting platform, a bracket component arranged on the supporting platform and a lifting positioning frame, wherein the bracket component comprises at least four fixed brackets, and at least four fixing supports are provided with two groups of fixing supports which are arranged in parallel and two groups of fixing supports which are vertical to each other, at least two ends of each fixing support in the length direction are respectively provided with one lifting positioning frame, the lifting positioning frame is used for adjusting, moving and fixing the whole body along the length direction of the fixed support, the lifting positioning frame comprises a position fixing frame, a lifting frame and a loading positioning frame which are connected from bottom to top, the position fixing frame is connected with the fixed support, the crane is used for adjusting the height of the steel bar framework arranged on the lifting positioning frame, and the loading positioning frame is used for directly bearing the steel bar framework.
In a specific embodiment, the crane includes lift post under and at last lifter plate, just the face level of lifter plate sets up, it includes that the vertical year thing board that sets up of face and setting are in to carry the reinforcing bar retention spare at thing board top to carry the thing locating rack, carry the thing board setting on the lifter plate just carry the face of thing board with the length direction of fixed bolster is perpendicular, reinforcing bar retention spare be used for on carrying the thing board along with the same direction of width direction of fixed bolster removes, treats a plurality of steel reinforcement cage of combination and is used for placing on carrying the thing locating rack, reinforcing bar retention spare removes the back maintenance locking that targets in place reinforcing bar cage.
In a specific embodiment, the reinforcing steel bar retaining member is a sliding buckle capable of moving along a sliding groove at the top of the carrying plate.
In a specific implementation mode, the whole fixed bolster is cuboid hollow out construction, and its length direction is parallel with the horizontal plane, just fixed bolster length direction's middle part is provided with a plurality of groups just is the strengthening rib of rectangle on vertical face.
In a specific implementation mode, the flexible positioning supporting binding device further comprises a lifting positioning middle frame arranged in the middle of the fixed support in the length direction, and the lifting positioning middle frame is used for supporting the middle of the reinforcement cage in the length direction.
In a specific implementation mode, the fixing supports comprise a first fixing support and a fourth fixing support which are arranged in parallel, and a second fixing support and a third fixing support which are arranged in parallel, the first fixing support and the second fixing support are perpendicular to each other, the flexible positioning and supporting binding device further comprises a fifth fixing support, and the length direction of the fifth fixing support is parallel to the first fixing support or the second fixing support.
In a specific embodiment, the fixing bracket further comprises an end plate including a screw hole or a through hole, and the end plate is used for integrally fixing the fixing bracket on the supporting platform through a bolt.
In a specific embodiment, each lifting frame comprises four lifting columns, and the four lifting columns are arranged in a rectangular shape.
The invention also provides a method for forming a skeleton combination, which comprises the steps of using the flexible positioning support binding device; the steel bar framework to be combined comprises a first framework, a second framework, a third framework, a fourth framework and a fifth framework, wherein the first framework is a connecting beam of a wallboard, the second framework and the third framework are hidden columns of the wallboard, the fourth framework is an upper mesh sheet of the wallboard, the fifth framework is a lower mesh sheet of the wallboard, and the fourth framework and the fifth framework are arranged on a plurality of lifting positioning frames of the same fixed support;
the method comprises the following steps:
step A, placing a fifth framework on a plurality of lifting positioning frames of a fourth fixed support, and adjusting the vertical height of the lifting frames to keep the fifth framework at a low position;
b, placing the first framework on a plurality of lifting positioning frames of a first fixing support, and adjusting the vertical height of the lifting frames to enable the first framework to be kept at a high position; the sequence of the steps A and B can be any one after another or at the same time;
c, keeping a plurality of lifting positioning frames on the second fixing support and the third fixing support at a low position in the vertical height; placing a second framework on a plurality of lifting positioning frames of a second fixing support, placing a third framework on a plurality of lifting positioning frames of a third fixing support, enabling one ends of the second framework and the third framework to be respectively inserted into two ends of the first framework through manual or mechanical operation when the second framework and the third framework are placed, and adjusting the vertical height of a lifting frame in the process of inserting in place or after inserting in place to enable the second framework and the third framework to be kept in a high position;
d, placing a fourth framework on a plurality of lifting positioning frames of a fourth fixing support, and adjusting the vertical height of the lifting frames to enable the fourth framework and the fifth framework to be kept at high positions;
and F, fixedly connecting the first framework, the second framework, the third framework, the fourth framework and the fifth framework through binding and/or welding to form a framework combination.
In a particular embodiment, the method further comprises, between step D and step F, step E: and uniformly reducing the heights of the lifting frames on all the fixed supports, so that all the steel bar frameworks are all lowered to the low position, and then fixedly connecting the steel bar frameworks.
The invention has at least the following beneficial effects:
1) the invention adopts a mode of freely combining a plurality of fixing supports and a plurality of groups of lifting positioning frames, so that the device is suitable for combining the steel reinforcement frameworks with different models and styles.
2) Every group's lifting location frame on every lifting location frame or every fixed bolster all can freely go up and down for can not interfere between device and the framework of steel reinforcement, the device is very convenient to use.
3) The device has the rigidity location effect to the framework of steel reinforcement, when fixing a position back to ligature or welding between each framework of steel reinforcement, the framework of steel reinforcement can not shift, can guarantee the relative position precision between each framework of steel reinforcement after ligature or welding.
In general, the apparatus and method are well suited for automated production of concrete prefabricated wall panel components.
Drawings
FIG. 1 is a schematic structural view of the overall flexible positioning support ligature device of the framework assembly of the present invention.
Fig. 2 is a schematic structural view of the lifting and lowering jig and the fixing bracket of fig. 1.
Fig. 3 is a schematic diagram of a plurality of steel reinforcement frameworks which are supported and bound by the device to form a framework combination.
Fig. 4 is a schematic structural view of a plurality of steel frameworks for combination.
Detailed Description
As shown in the attached drawings 1-4, the invention provides a flexible positioning, supporting and binding device of a framework combination, which is used for the framework combination of a concrete prefabricated wall panel component, and comprises a supporting platform 1, a bracket component arranged on the supporting platform and a lifting positioning rack 2, wherein the bracket component comprises at least four fixing brackets 3, two groups of fixing brackets which are arranged in parallel and two groups of fixing brackets which are vertical to each other exist in the at least four fixing brackets, at least two ends of each fixing bracket in the length direction are respectively provided with the lifting positioning rack, the lifting positioning rack is used for adjusting, moving and fixing the whole body along the length direction of the fixing brackets, the lifting positioning rack comprises a positioning rack 21, a lifting rack 22 and a carrying positioning rack 23 which are connected from bottom to top, and the positioning rack is connected with the fixing brackets, the crane is used for adjusting the height of the steel bar framework 4 arranged on the lifting positioning frame, and the loading positioning frame is used for directly bearing the steel bar framework 4.
In a specific embodiment, the crane includes lift post under and at last lifter plate, just the face level of lifter plate sets up, it includes that the vertical year thing board that sets up of face and setting are in to carry the reinforcing bar retention spare at thing board top to carry the thing locating rack, carry the thing board setting on the lifter plate just carry the face of thing board with the length direction of fixed bolster is perpendicular, reinforcing bar retention spare be used for on carrying the thing board along with the same direction of width direction of fixed bolster removes, treats a plurality of steel reinforcement cage of combination and is used for placing on carrying the thing locating rack, reinforcing bar retention spare removes the back maintenance locking that targets in place reinforcing bar cage. According to the invention, the device has a rigid positioning effect on the steel bar frameworks, when binding or welding the steel bar frameworks after positioning, the steel bar frameworks cannot shift, and the relative position precision of the steel bar frameworks after binding or welding can be ensured.
In a specific embodiment, the reinforcing steel bar retaining piece is a sliding buckle capable of moving along a sliding groove on the top of the carrying plate. Adopt spout and buckle's mode, can make the framework of steel reinforcement better carry the thing locating rack 23 on the adjustment position and fix.
In a specific implementation mode, the whole fixed bolster is cuboid hollow out construction, the middle part of fixed bolster length direction is provided with the strengthening rib that a plurality of groups just are the rectangle on vertical face. So set up, can be so that whole fixed bolster's stable in structure, can practice thrift the material of preparation fixed bolster simultaneously.
In a specific implementation mode, the flexible positioning and supporting binding device further comprises a lifting and positioning middle frame arranged at the middle position of the fixed support in the length direction, and the lifting and positioning middle frame is used for supporting the middle position of the reinforcement cage in the length direction. The head and the tail of the steel reinforcement frameworks and the middle position are effectively supported at the same time, so that the binding or the welding connection between the steel reinforcement frameworks is more convenient. In the invention, compared with the lifting positioning frame, the lifting positioning intermediate frame does not comprise the reinforcing steel bar fixing piece, and other structures are the same as the lifting positioning frame.
In the invention, the flexible positioning supporting binding device also comprises a controller, wherein the controller controls a plurality of lifting positioning frames on the same fixed support to lift uniformly, or the controller controls each lifting positioning frame to lift independently. The controller is, for example, a PLC controller.
In a specific implementation mode, the fixing supports comprise a first fixing support and a fourth fixing support which are arranged in parallel, and a second fixing support and a third fixing support which are arranged in parallel, the first fixing support and the second fixing support are perpendicular to each other, the flexible positioning and supporting binding device further comprises a fifth fixing support, and the length direction of the fifth fixing support is parallel to the first fixing support or the second fixing support. When the height or the width of the concrete prefabricated wall panel is larger, the fifth fixing support can be used for easily realizing the combination between the steel bar frameworks.
In the invention, the carrying positioning frame also comprises a bolt for fixing the position of the steel bar fixing piece on the carrying plate.
In a specific embodiment, the fixing bracket further comprises an end plate including a screw hole or a through hole, and the end plate is used for integrally fixing the fixing bracket on the supporting platform through a bolt. The end plates are, for example, end plates which are arranged at both ends of the fixed support in the length direction and the plate surfaces of which are horizontally arranged.
In a specific embodiment, each lifting frame comprises four lifting columns, and the four lifting columns are arranged in a rectangular shape. Therefore, the lifting frame can still stably lift after bearing the weight of the steel bar framework.
The invention also provides a framework combination forming method, which comprises the steps of using the flexible positioning support binding device; the steel reinforcement framework 4 to be combined comprises a first framework 41, a second framework 42, a third framework 43, a fourth framework 44 and a fifth framework 45, wherein the first framework is a connecting beam of a wallboard, the second framework and the third framework are hidden columns of the wallboard, the fourth framework is an upper mesh sheet of the wallboard, the fifth framework is a lower mesh sheet of the wallboard, and the fourth framework and the fifth framework are arranged on a plurality of lifting positioning frames of the same fixed support;
the method comprises the following steps:
step A, placing a fifth framework on a plurality of lifting positioning frames of a fourth fixed support, and adjusting the vertical height of the lifting frames to keep the fifth framework at a low position;
b, placing the first framework on a plurality of lifting positioning frames of a first fixing support, and adjusting the vertical height of the lifting frames to enable the first framework to be kept at a high position; the sequence of the steps A and B can be any one after another or at the same time;
c, keeping the plurality of lifting positioning frames on the second fixing support and the third fixing support at low positions in the vertical height; placing a second framework on a plurality of lifting positioning frames of a second fixing support, placing a third framework on a plurality of lifting positioning frames of a third fixing support, respectively inserting one end of the second framework and one end of the third framework into two ends of the first framework through manual or mechanical operation when the second framework and the third framework are placed, and adjusting the vertical height of a lifting frame in the process of inserting in place or after inserting in place so as to keep the second framework and the third framework in a high position;
d, placing a fourth framework on a plurality of lifting positioning frames of a fourth fixing support, and adjusting the vertical height of the lifting frames to enable the fourth framework and the fifth framework to be kept at high positions;
and F, fixedly connecting the first framework, the second framework, the third framework, the fourth framework and the fifth framework through binding and/or welding to form a framework combination.
In the invention, the requirement on the position accuracy of the fourth skeleton and the fifth skeleton, namely the meshes of the wallboard, is relatively low, as long as the mesh can play a role of ribs and bones for the concrete wallboard.
In the invention, the concrete wall panel components shown in figures 1-4 are concrete wall panels with windows, so that the central window is reserved after the frameworks are combined. If the concrete wallboard is a concrete wallboard without a window, the framework combination forming method of the concrete wallboard is completely the same as that of the concrete wallboard with the window. It may only be necessary to provide a further fifth fixing support parallel to the fourth fixing support, the fourth and fifth fixing supports together supporting the fourth skeleton and the fifth skeleton. In addition, the fifth framework, namely the lower net sheet, in the concrete wall panel with the window is provided with a right-angle folded edge, and the fifth framework, namely the lower net sheet, in the concrete wall panel without the window is also not provided with the right-angle folded edge like the fourth framework, namely the upper net sheet. After the framework of the concrete wallboard without the window is combined, the lower net sheet and the upper net sheet basically cover the whole concrete wallboard. It will be understood that the vertical height adjustment of the fifth fixing bracket may be set to be synchronized with the fourth fixing bracket.
Fig. 4 shows a schematic structural view of the first to fifth frameworks used in the concrete wall panel of the present invention. Wherein first skeleton, second skeleton and third skeleton are concrete wall panel reinforcement frame's beam column structure, and these three all include vertical muscle and stirrup. And the fourth skeleton and the fifth skeleton are not beam column structures, and are both arranged into latticed steel bar skeleton structures.
When the left width and the right width of the wallboard are large, another fifth fixing support parallel to the second fixing support may need to be arranged, when the framework combination forming method is used, the fifth fixing support is used for placing a sixth framework, the sixth framework is a hidden column of the wallboard as well as the second framework and the third framework, the vertical height of the fifth fixing support can be adjusted to be synchronous with the second fixing support and the third fixing support, and one end of the sixth framework is used for penetrating through the middle position of the first framework in the length direction. Likewise, a plurality of fifth fixing brackets may be provided in parallel with the second fixing brackets when preparing a concrete panel having a larger width.
The foregoing is a more detailed description of the invention in connection with specific preferred embodiments and it is not intended that the invention be limited to these specific details. For those skilled in the art to which the invention pertains, several simple deductions and substitutions can be made without departing from the spirit of the invention, and all shall be considered as belonging to the protection scope of the invention.
Claims (10)
1. A flexible positioning supporting binding device combined by a framework is characterized by comprising a supporting platform, a bracket component arranged on the supporting platform and a lifting positioning frame, wherein the bracket component comprises at least four fixed brackets, and at least four fixing supports are provided with two groups of fixing supports which are arranged in parallel and two groups of fixing supports which are vertical to each other, at least two ends of each fixing support in the length direction are respectively provided with one lifting positioning frame, the lifting positioning frame is used for adjusting, moving and fixing the whole body along the length direction of the fixed support, the lifting positioning frame comprises a position fixing frame, a lifting frame and a loading positioning frame which are connected from bottom to top, the position fixing frame is connected with the fixed support, the crane is used for adjusting the height of the steel bar framework arranged on the lifting positioning frame, and the loading positioning frame is used for directly bearing the steel bar framework.
2. The flexible positioning, supporting and binding device according to claim 1, wherein the lifting frame comprises a lower lifting column and an upper lifting plate, the lifting plate is horizontally arranged on the surface of the lifting plate, the loading positioning frame comprises a loading plate and a steel bar retaining piece, the loading plate is vertically arranged on the surface of the loading plate, the steel bar retaining piece is arranged on the top of the loading plate, the loading plate is arranged on the lifting plate, the surface of the loading plate is perpendicular to the length direction of the fixing support, the steel bar retaining piece is used for moving on the loading plate along the direction same as the width direction of the fixing support, a plurality of steel bar frameworks to be combined are used for being placed on the loading positioning frame, and the steel bar retaining piece is used for retaining and locking the steel bar frameworks after moving in place.
3. The flexible positioning support ligature device of claim 2, wherein the reinforcement retention element is a sliding catch movable along a chute in the top of the load carrying plate.
4. The flexible positioning, supporting and binding device according to claim 1, wherein the whole fixed support is a cuboid hollow structure, and a plurality of groups of rectangular reinforcing ribs are arranged on a vertical surface in the middle of the fixed support in the length direction.
5. The flexible positioning, supporting and binding device according to claim 1, further comprising a lifting and positioning intermediate frame disposed at a middle position in the length direction of the fixed support, wherein the lifting and positioning intermediate frame is used for supporting the middle position in the length direction of the steel reinforcement framework.
6. The flexible positioning support ligating apparatus of claim 1 wherein the fixed support comprises a first fixed support and a fourth fixed support arranged parallel to each other and a second fixed support and a third fixed support arranged parallel to each other, the first fixed support and the second fixed support being perpendicular to each other, the flexible positioning support ligating apparatus further comprising a fifth fixed support, the length direction of the fifth fixed support being arranged parallel to the first fixed support or the second fixed support.
7. The flexible positioning support binding device according to any one of claims 1 to 6, wherein the fixing support further comprises an end plate comprising a screw hole or a through hole, and the end plate is used for integrally fixing the fixing support on the support platform through a bolt.
8. The flexible positioning support binding device according to any one of claims 1 to 6, wherein each lifting frame comprises four lifting columns, and the four lifting columns are arranged in a rectangular shape.
9. A method of forming a skeletal assembly, the method comprising using a flexible positioning support tie device according to any of claims 1 to 8; the steel bar framework to be combined comprises a first framework, a second framework, a third framework, a fourth framework and a fifth framework, wherein the first framework is a connecting beam of a wallboard, the second framework and the third framework are hidden columns of the wallboard, the fourth framework is an upper mesh sheet of the wallboard, the fifth framework is a lower mesh sheet of the wallboard, and the fourth framework and the fifth framework are arranged on a plurality of lifting positioning frames of the same fixed support;
the method comprises the following steps:
step A, placing a fifth framework on a plurality of lifting positioning frames of a fourth fixed support, and adjusting the vertical height of the lifting frames to keep the fifth framework at a low position;
b, placing the first framework on a plurality of lifting positioning frames of a first fixing support, and adjusting the vertical height of the lifting frames to enable the first framework to be kept at a high position; the sequence of the steps A and B can be any one after another or at the same time;
c, keeping the plurality of lifting positioning frames on the second fixing support and the third fixing support at low positions in the vertical height; placing a second framework on a plurality of lifting positioning frames of a second fixing support, placing a third framework on a plurality of lifting positioning frames of a third fixing support, enabling one ends of the second framework and the third framework to be respectively inserted into two ends of the first framework through manual or mechanical operation when the second framework and the third framework are placed, and adjusting the vertical height of a lifting frame in the process of inserting in place or after inserting in place to enable the second framework and the third framework to be kept in a high position;
d, placing a fourth framework on a plurality of lifting positioning frames of a fourth fixing support, and adjusting the vertical height of the lifting frames to enable the fourth framework and the fifth framework to be kept at high positions;
and F, fixedly connecting the first framework, the second framework, the third framework, the fourth framework and the fifth framework through binding and/or welding to form a framework combination.
10. The method of claim 9, further comprising, between steps D and F, step E: and uniformly reducing the heights of the lifting frames on all the fixed supports, so that all the steel bar frameworks are all lowered to the low position, and then fixedly connecting the steel bar frameworks.
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| CN113084996B (en) * | 2021-04-08 | 2022-12-06 | 青岛新世纪预制构件有限公司 | Manufacturing and forming method of assembled prefabricated composite floor slab |
| CN113858421A (en) * | 2021-09-27 | 2021-12-31 | 筑友智造智能科技有限公司 | PC component module steel reinforcement framework positioning device |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017089182A (en) * | 2015-11-06 | 2017-05-25 | 株式会社大林組 | Reinforcement support device and reinforcement assembly method |
| CN206855742U (en) * | 2017-05-31 | 2018-01-09 | 中国建筑土木建设有限公司 | The removable adjustable type alignment system of bridge prefabrication assembly cushion cap embedded ribs |
| CN109594783A (en) * | 2019-01-30 | 2019-04-09 | 湖南建工五建建筑工业化有限公司 | A kind of shear force wall reinforcing steel bar binding setting tooling and method |
| CN209223088U (en) * | 2018-11-19 | 2019-08-09 | 湖南三一快而居住宅工业有限公司 | A kind of beam, cylinder reinforcing bar are at cage equipment |
| CN211840780U (en) * | 2019-11-15 | 2020-11-03 | 浙江荣电电力器材有限公司 | Steel bar framework supporting device |
-
2020
- 2020-11-17 CN CN202011287234.0A patent/CN112454652B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017089182A (en) * | 2015-11-06 | 2017-05-25 | 株式会社大林組 | Reinforcement support device and reinforcement assembly method |
| CN206855742U (en) * | 2017-05-31 | 2018-01-09 | 中国建筑土木建设有限公司 | The removable adjustable type alignment system of bridge prefabrication assembly cushion cap embedded ribs |
| CN209223088U (en) * | 2018-11-19 | 2019-08-09 | 湖南三一快而居住宅工业有限公司 | A kind of beam, cylinder reinforcing bar are at cage equipment |
| CN109594783A (en) * | 2019-01-30 | 2019-04-09 | 湖南建工五建建筑工业化有限公司 | A kind of shear force wall reinforcing steel bar binding setting tooling and method |
| CN211840780U (en) * | 2019-11-15 | 2020-11-03 | 浙江荣电电力器材有限公司 | Steel bar framework supporting device |
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