CN215291411U - Blanking forming device for assembled steel concrete composite pipe shear wall - Google Patents
Blanking forming device for assembled steel concrete composite pipe shear wall Download PDFInfo
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- CN215291411U CN215291411U CN202120884805.2U CN202120884805U CN215291411U CN 215291411 U CN215291411 U CN 215291411U CN 202120884805 U CN202120884805 U CN 202120884805U CN 215291411 U CN215291411 U CN 215291411U
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Abstract
The utility model relates to an assembly type steel concrete combined pipe shear wall blanking forming device, which comprises a left forming template, a right forming template, a left bottom plate, a right bottom plate left inclined strut and a right inclined strut, wherein the lower end of the left forming template is detachably connected with the right end of the left bottom plate, and the lower end of the right forming template is detachably connected with the left end of the right bottom plate; the upper end of the left inclined strut is hinged with the left forming template, and the lower end of the left inclined strut is detachably connected with the upper end face of the left bottom plate; the upper end of the right inclined strut is hinged with the right forming template, and the lower end of the right inclined strut is detachably connected with the upper end face of the right bottom plate; a locking mechanism is arranged between the left forming template and the right forming template; the locking mechanism comprises a locking screw, a baffle and a fastening nut, the locking screw is inserted between the left forming template and the right forming template, one end of the locking screw is provided with a strip-shaped through groove, the middle part of the baffle is rotatably assembled in the strip-shaped through groove through a pin shaft, the baffle can freely rotate, and the fastening nut is locked at one end of the locking screw; the fixing of the molding template is convenient, and the production efficiency is improved.
Description
Technical Field
The utility model belongs to the technical field of shear force wall former, concretely relates to assembled steel concrete combination tube shear force wall unloading forming device.
Background
In the construction industry, shear walls are also known as wind or seismic walls and structural walls; the wall body is mainly used for horizontal load and vertical load caused by wind load or earthquake action of a building. The shear wall is mainly formed by cast-in-place or brick-piling of reinforced concrete. When the concrete shear wall is cast in place, a shear wall forming die frame needs to be erected in advance; so as to enclose and form the cavity with the same shape of shear wall, the concrete placement of the later stage of being convenient for.
The patent of the Chinese utility model with the granted publication number of CN209211900U discloses a forming support of a shear wall, which comprises a forming template, wherein the forming template comprises an aluminum template and a wood veneer, a pre-supporting hydraulic rod is arranged at the outer side of the aluminum template, one end of the pre-supporting hydraulic rod is hinged on the ground, the other end of the pre-supporting hydraulic rod is hinged on the outer side surface of the aluminum template, a fastening screw rod is arranged between the two aluminum templates in a penetrating way, the two ends of the fastening screw rod extend out of the aluminum templates at the two sides and are in threaded connection with a fastening nut, two adjusting rings are in threaded connection with the fastening screw rod on the rod body between the two aluminum templates, and the adjusting rings are respectively abutted against the aluminum templates at the two sides; the two side forming templates are fixed through the clenching force between the fastening screw rod and the fastening nut and the jacking force of the pre-support hydraulic rod; when the fastening nut is screwed on the fastening screw rod, due to the fact that the forming template is large, two persons are respectively located on two sides of the forming template and are used for simultaneously screwing the fastening nut, and the fastening nut can be screwed; causing inconvenience in operation and lowering production efficiency.
SUMMERY OF THE UTILITY MODEL
In order to fix the forming template and improve the production efficiency, the utility model provides an assembly type steel concrete composite tube shear wall blanking forming device; in order to achieve the above object, the utility model discloses a technical scheme specifically as follows:
the blanking forming device comprises a left forming template, a right forming template, a left bottom plate and a right bottom plate, wherein the lower end of the left forming template is detachably connected with the right end of the left bottom plate, and the lower end of the right forming template is detachably connected with the left end of the right bottom plate; a left inclined strut or a right inclined strut is respectively arranged between the upper end surface of the left bottom plate and the left side surface of the left forming template and between the upper end surface of the right bottom plate and the right side surface of the right forming template; the upper end of the left inclined strut is hinged with the left forming template, and the lower end of the left inclined strut is detachably connected with the upper end face of the left bottom plate; the upper end of the right inclined strut is hinged with the right forming template, and the lower end of the right inclined strut is detachably connected with the upper end face of the right bottom plate; a locking mechanism is arranged between the left forming template and the right forming template; the locking mechanism comprises a locking screw, a baffle and a fastening nut, the locking screw is inserted between the left forming template and the right forming template, a strip-shaped through groove is formed in one end of the locking screw, the middle of the baffle is rotatably assembled in the strip-shaped through groove through a pin shaft, the baffle can rotate freely, and the fastening nut is locked at one end, far away from the strip-shaped through groove, of the locking screw.
The utility model discloses an assembled steel concrete composite tube shear force wall unloading forming device's beneficial effect: respectively connecting the lower end of the left forming template with the right end of the left bottom plate and the lower end of the right forming template with the left end of the right bottom plate, and respectively connecting the lower ends of the left inclined strut and the right inclined strut to the upper end surfaces of the left bottom plate and the right bottom plate; a stable triangle is respectively formed among the left forming template, the left bottom plate and the left inclined strut, and the right forming template, the left bottom plate and the left inclined strut, and the left forming template and the right forming template are connected through a locking mechanism, so that an integral body is formed between the left forming template and the right forming template and a template cavity of the shear wall is formed in a surrounding manner; the locking mechanism is set into a locking screw rod, a baffle plate and a fastening nut; after one end of the locking screw is inserted into the left forming template and the right forming template, the baffle is rotated out to form stop fit with the outer side of the template, and the left forming template and the right forming template are connected under the combined action of the locking nut and the baffle; thereby being convenient for the fixed of shaping template, improving production efficiency.
Furthermore, the left forming template and the right forming template respectively comprise a steel plate and a wood veneer, the wood veneer is respectively positioned on one side opposite to the left forming template and the right forming template, and the wood veneer is fixed on the steel plate.
Has the advantages that: set left shaping template and right shaping template into steel sheet and wood veneer board respectively, the steel sheet provides support and stable support for the shaping template, and wood veneer board has certain deformability, effectively offsets the inflation of concrete.
Further, a side release agent is brushed on the side face, far away from the steel plate, of the wood-rubber plate.
Has the advantages that: the release agent provides a separation layer for the concrete and the wood veneer, and is beneficial to the release of the template.
Furthermore, a square boss is arranged at the position where the steel plate is in contact with the baffle, and a clamping groove for clamping the baffle is formed in the free end face of the square boss.
Has the advantages that: the square boss is arranged, so that the local strength of the steel plate is provided, and the deformation of the steel plate is reduced when the locking mechanism is locked; during locking, the baffle card is gone into in the draw-in groove, and the draw-in groove has the effect of splining through the baffle to the locking screw rod, and the fastening nut of being convenient for is in the screwing up or the unscrewing of locking screw rod.
Furthermore, a cutting groove is formed in the free end face of the square boss, the extending direction of the cutting groove is perpendicular to the direction of the clamping groove, and the depth of the cutting groove is larger than that of the clamping groove.
Has the advantages that: after the concrete solidifies, locking screw fixes in the concrete, need cut off the baffle when dismantling the template, and the cut-off tank provides the recess, destroys square boss when avoiding cutting off.
Further, detachable connection structure includes the right-angle piece between the lower extreme of left side shaping template and the right-hand member of left bottom plate, between the lower extreme of right side shaping template and the left end of right bottom plate, the right-angle piece includes diaphragm and riser, the diaphragm passes through the fix with screw on left bottom plate or right bottom plate, the riser passes through the fix with screw on left side shaping template or right side shaping template.
Has the advantages that: the lower end of the left forming template is connected with the right end of the left bottom plate and the lower end of the right forming template is connected with the left end of the right bottom plate through the right-angle sheet and the screws, and the device has the characteristics of simple structure and convenience in connection.
Furthermore, the detachable connection structures between the lower end of the left inclined strut and the upper end face of the left base plate and between the lower end of the right inclined strut and the upper end face of the right base plate comprise folded edges fixed on the left inclined strut or the right inclined strut, and the folded edges are fixed on the left base plate or the right base plate through screws.
Has the advantages that: the connection between the left inclined strut and the left bottom plate and between the right inclined strut and the right bottom plate is realized through the hems and the screws, and the novel connecting device has the characteristics of simple structure and convenience in connection.
Drawings
FIG. 1 is a schematic view of a three-dimensional structure of an embodiment of a blanking and forming device for an assembled steel-concrete composite tube shear wall according to the present invention;
FIG. 2 is an enlarged view at A in FIG. 1;
fig. 3 is a second schematic view of the three-dimensional structure of the assembly type steel-concrete composite tube shear wall blanking forming device of the present invention;
fig. 4 is a left side view of fig. 3.
Reference numbers in the figures: 1-left forming template, 2-right forming template, 3-left bottom plate, 4-right bottom plate, 5-left inclined strut, 6-right inclined strut, 7-flanging, 8-locking mechanism, 81-locking screw, 82-baffle, 83-fastening nut, 84-sleeve, 9-steel plate, 10-wood veneer, 11-demolding agent, 12-square boss, 13-cutting groove, 14-right-angle piece and 15-clamping groove.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments:
the specific structure of the embodiment of the assembly type steel-concrete composite pipe shear wall blanking forming device is shown in the figures 1-4, and comprises a left forming template 1, a right forming template 2, a left bottom plate 3 and a right bottom plate 4, wherein the lower end of the left forming template 1 and the right end of the left bottom plate 3, and the lower end of the right forming template 2 and the left end of the right bottom plate 4 are respectively detachably connected; a left inclined strut 5 or a right inclined strut 76 is respectively arranged between the upper end surface of the left bottom plate 3 and the left side surface of the left forming template 1 and between the upper end surface of the right bottom plate 4 and the right side surface of the right forming template 2; the upper end of the left inclined strut 5 is hinged with the left forming template 1, and the lower end of the left inclined strut is detachably connected with the upper end face of the left bottom plate 3; the upper end of the right inclined strut 76 is hinged with the right forming template 2, and the lower end of the right inclined strut is detachably connected with the upper end surface of the right bottom plate 4; a locking mechanism 8 is arranged between the left forming template 1 and the right forming template 2.
In the embodiment, the left forming template 1 and the right forming template 2 respectively comprise a steel plate 9 and a wood veneer 10, the wood veneer 10 is respectively positioned at one side of the left forming template 1 and the right forming template 2, and the wood veneer 10 is fixed on the steel plate 9; set left shaping template 1 and right shaping template 2 to steel sheet 9 and wood plywood 10 respectively, steel sheet 9 provides support and stable support for the shaping template, and wood plywood 10 has certain deformability, effectively offsets the inflation of concrete. The side surface of the wood veneer 10 far away from the steel plate 9 is coated with a side release agent 11; the release agent 11 provides a separation layer for the concrete and the wood veneer 10, and is beneficial to the release of the template. In other embodiments, the paint enhances the finish of the surface of the wood veneer by spraying a side paint on the side of the wood veneer away from the steel plate, thereby replacing the release agent and facilitating the release of the wood veneer.
In the embodiment, a square boss 12 is arranged at a position where the steel plate 9 contacts the baffle 82, and a slot 15 for the baffle 82 to be clamped is formed in the free end surface of the square boss 12; the square boss 12 is arranged, so that the local strength of the steel plate 9 is provided, and the deformation of the steel plate 9 when the locking mechanism 8 is locked is reduced; during locking, the baffle 82 is clamped into the clamping groove 15, the clamping groove 15 has a rotation stopping effect on the locking screw 81 through the baffle 82, and the fastening nut 83 can be conveniently screwed or unscrewed on the locking screw 81. A cutting groove 13 is formed in the free end face of the square boss 12, the extending direction of the cutting groove 13 is perpendicular to the direction of the clamping groove 15, and the depth of the cutting groove 13 is larger than that of the clamping groove 15; after the concrete is solidified, the locking screw 81 is fixed in the concrete, the baffle 82 needs to be cut off when the template is disassembled, the cutting groove 13 provides a groove, and the square boss 12 is prevented from being damaged when the cutting is carried out. In other embodiments, the square bosses are replaced by circular bosses or spacers.
In this embodiment, the detachable connection structure between the lower end of the left forming template 1 and the right end of the left bottom plate 3 and between the lower end of the right forming template 2 and the left end of the right bottom plate 4 comprises a right-angle piece 14, the right-angle piece 14 comprises a transverse plate and a vertical plate, the transverse plate is fixed on the left bottom plate 3 or the right bottom plate 4 through screws, and the vertical plate is fixed on the left forming template 1 or the right forming template 2 through screws; the lower end of the left forming template 1 is connected with the right end of the left bottom plate 3 and the lower end of the right forming template 2 is connected with the left end of the right bottom plate 4 through the right-angle sheet 14 and the screws, and the device has the characteristics of simple structure and convenience in connection. In other embodiments, the lower end of the left forming template is tightly abutted against the right end surface of the left base plate, the lower end of the right forming template is tightly abutted against the left end surface of the right base plate and is locked by screws by respectively forming screw holes on the right end surface of the left base plate and the left end surface of the right base plate; thereby realizing the detachable connection.
In this embodiment, the detachable connection structure between the lower end of the left inclined strut 5 and the upper end face of the left base plate 3 and between the lower end of the right inclined strut 76 and the upper end face of the right base plate 4 comprises a folded edge fixed on the left inclined strut 5 or the right inclined strut 76, and the folded edge is fixed on the left base plate 3 or the right base plate 4 through a screw; the left inclined strut 5 and the left bottom plate 3 are fixed and connected between the right inclined strut 76 and the right bottom plate 4 through the folded edges and the screws, and the connecting device has the characteristics of simple structure and convenience in connection. In other embodiments, the clamping or hanging is used for replacing the bolt connection of the folding edge and the left bottom plate or the right bottom plate.
When in use, the lower end of the left forming template 1 and the right end of the left bottom plate 3, the lower end of the right forming template 2 and the left end of the right bottom plate 4 are respectively connected, and the lower ends of the left inclined strut 5 and the right inclined strut 76 are respectively connected to the upper end surfaces of the left bottom plate 3 and the right bottom plate 4; a stable triangle is respectively formed among the left forming template 1, the left bottom plate 3 and the left inclined strut 5, and among the right forming template 2, the left bottom plate 3 and the left inclined strut 5, the left forming template 1 and the right forming template 2 are connected through a locking mechanism 8, so that a template cavity of the shear wall is formed by the left forming template 1 and the right forming template 2 in an integrated and enclosed manner; the method is used for pouring the shear wall.
In the present invention, unless otherwise expressly specified or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and replacements can be made without departing from the technical principle of the present invention, and these modifications and replacements should also be regarded as the protection scope of the present invention.
Claims (7)
1. The blanking forming device comprises a left forming template, a right forming template, a left bottom plate and a right bottom plate, wherein the lower end of the left forming template is detachably connected with the right end of the left bottom plate, and the lower end of the right forming template is detachably connected with the left end of the right bottom plate; a left inclined strut or a right inclined strut is respectively arranged between the upper end surface of the left bottom plate and the left side surface of the left forming template and between the upper end surface of the right bottom plate and the right side surface of the right forming template; the upper end of the left inclined strut is hinged with the left forming template, and the lower end of the left inclined strut is detachably connected with the upper end face of the left bottom plate; the upper end of the right inclined strut is hinged with the right forming template, and the lower end of the right inclined strut is detachably connected with the upper end face of the right bottom plate; a locking mechanism is arranged between the left forming template and the right forming template; the locking mechanism is characterized by comprising a locking screw, a baffle and a fastening nut, wherein the locking screw is inserted between the left forming template and the right forming template, a strip-shaped through groove is formed in one end of the locking screw, the middle of the baffle is rotatably assembled in the strip-shaped through groove through a pin shaft, the baffle can rotate freely, and the fastening nut is locked at one end, far away from the strip-shaped through groove, of the locking screw.
2. The blanking forming device for the assembled steel-concrete composite pipe shear wall according to claim 1, wherein the left forming template and the right forming template respectively comprise a steel plate and a wood veneer, the wood veneer is respectively positioned at one side of the left forming template and the right forming template, and the wood veneer is fixed on the steel plate.
3. The blanking forming device for the assembled steel-concrete composite pipe shear wall according to claim 2, wherein a side release agent is brushed on the side surface of the wood-rubber plate far away from the steel plate.
4. The blanking forming device for the assembled steel-concrete combined tube shear wall as claimed in claim 2, wherein a square boss is arranged at a position where the steel plate contacts with the baffle, and a slot for the baffle to be clamped into is arranged on a free end surface of the square boss.
5. The blanking forming device for the assembled steel-concrete combined tube shear wall as claimed in claim 4, wherein a cutting groove is formed in the free end surface of the square boss, the extending direction of the cutting groove is perpendicular to the direction of the clamping groove, and the depth of the cutting groove is greater than that of the clamping groove.
6. The blanking forming device for the assembled steel-concrete composite tube shear wall of claim 1, wherein the detachable connection structures between the lower end of the left forming template and the right end of the left bottom plate and between the lower end of the right forming template and the left end of the right bottom plate comprise right-angle pieces, each right-angle piece comprises a transverse plate and a vertical plate, the transverse plate is fixed on the left bottom plate or the right bottom plate through screws, and the vertical plate is fixed on the left forming template or the right forming template through screws.
7. The blanking forming device for the assembled steel-concrete combined pipe shear wall as claimed in claim 1, wherein the detachable connection structure between the lower end of the left inclined strut and the upper end face of the left base plate and between the lower end of the right inclined strut and the upper end face of the right base plate comprises a folded edge fixed on the left inclined strut or the right inclined strut, and the folded edge is fixed on the left base plate or the right base plate through screws.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120884805.2U CN215291411U (en) | 2021-04-27 | 2021-04-27 | Blanking forming device for assembled steel concrete composite pipe shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120884805.2U CN215291411U (en) | 2021-04-27 | 2021-04-27 | Blanking forming device for assembled steel concrete composite pipe shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215291411U true CN215291411U (en) | 2021-12-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120884805.2U Active CN215291411U (en) | 2021-04-27 | 2021-04-27 | Blanking forming device for assembled steel concrete composite pipe shear wall |
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| Country | Link |
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| CN (1) | CN215291411U (en) |
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2021
- 2021-04-27 CN CN202120884805.2U patent/CN215291411U/en active Active
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