CN215519942U - Assembly template applied to super high-rise dual-core barrel structure - Google Patents
Assembly template applied to super high-rise dual-core barrel structure Download PDFInfo
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- CN215519942U CN215519942U CN202121436117.6U CN202121436117U CN215519942U CN 215519942 U CN215519942 U CN 215519942U CN 202121436117 U CN202121436117 U CN 202121436117U CN 215519942 U CN215519942 U CN 215519942U
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Abstract
The utility model belongs to the technical field of building equipment, and particularly relates to an assembled template applied to a super high-rise dual-core barrel structure, wherein the assembled templates are fixedly connected and mutually close to each other through a first connecting device, and then extend into the template through a first connecting part to further connect and fix the template, a second connecting part is arranged at one end of the first connecting part, and a first back ridge is fixedly connected with the template through the second connecting part, so that each template and the first back ridge are tightly combined to form a firm template reinforcing system, the structural strength is higher, and the assembled template which is well assembled and fixed is transferred to a high-rise construction position through a crane to be directly used during construction, so that the transportation and the transfer are convenient; the template and the first back ridge do not need to be separately placed, and the occupied space is small; need not to splice again at the high-rise, avoid appearing the incident in the high-rise concatenation, directly use moreover to assemble fixed concatenation template, reduce the workman and splice the mould repeatedly, reduce the construction degree of difficulty, improve machining efficiency.
Description
[ technical field ] A method for producing a semiconductor device
The utility model belongs to the technical field of building equipment, and particularly relates to an assembling template applied to a super high-rise dual-core barrel structure.
[ background of the utility model ]
Super high-rise construction is a major breakthrough in the building development history in China, a plurality of template systems are provided, a wood mold and an aluminum mold are two main construction methods for super high-rise construction, the aluminum alloy template is a building template made of aluminum alloy and is also called as an aluminum template, the aluminum alloy template is manufactured according to the manufacturing design of modulus, the aluminum template is manufactured after being extruded by special equipment, general accessories consisting of aluminum panels and frames can be combined and spliced into integral mold frames with different sizes and complicated external dimensions, and the assembled and industrially constructed system aluminum template solves the defects of the traditional template and greatly improves the construction efficiency; however, by using the construction method, the templates need to be repeatedly assembled every time one layer is constructed, a large amount of time is wasted, the efficiency is low, potential safety hazards exist when workers assemble the templates on the operation surface due to the fact that the templates need to be assembled on the ultrahigh layer, and the templates and the back edges need to be separately placed on the construction site, so that the space is occupied, and transportation and transfer are not convenient.
[ Utility model ] content
The utility model provides the assembling template which is applied to the super high-rise dual-core barrel structure, occupies small space, is low in construction difficulty, improves construction efficiency and guarantees worker safety.
The utility model is realized by the following technical scheme:
be applied to template of assembling of super high-rise double core section of thick bamboo structure, include:
the templates are connected in sequence;
the first back edge is arranged on the first plate surface of the template;
the first connecting device is arranged between the adjacent templates and is used for connecting the adjacent templates;
and the second connecting device comprises a first connecting part and a second connecting part, wherein the first connecting part is arranged between the adjacent templates and is used for connecting the adjacent templates, and the second connecting part is arranged at one end of the first connecting part and is used for connecting the templates and the first back edge.
The assembling template applied to the super high-rise dual-core tube structure comprises a body panel and frame plates arranged on the periphery of the body panel, wherein the frame plates on adjacent templates are mutually attached, the first connecting part comprises a first screw rod penetrating through the two mutually attached frame plates and a first nut connected with the first screw rod in a matched mode, and the second connecting part comprises a second screw rod arranged at one end of the first screw rod and penetrating through the first back edge and a second nut connected with the second screw rod in a matched mode.
The assembling template applied to the super high-rise double-core-tube structure is characterized in that a first gasket is arranged between the second nut and the first back ridge.
The assembling template applied to the super high-rise dual-core tube structure further comprises a second back ridge fixedly arranged on one side surface, away from the template, of the first back ridge, and the first back ridge and the second back ridge are perpendicular to each other.
The assembled formwork applied to the super high-rise double-core-tube structure further comprises a third connecting device, wherein the third connecting device comprises a third connecting part and a fourth connecting part, the third connecting part is arranged between the adjacent formworks and used for connecting the adjacent formworks, and the fourth connecting part is arranged at one end of the third connecting part and used for connecting the formworks and the second back ridge.
The assembling template applied to the super high-rise dual-core tube structure comprises a third connecting part and a fourth connecting part, wherein the third connecting part comprises a third screw rod and a third nut, the third screw rod is arranged on two frame plates which are attached to each other in a penetrating mode, the third nut is connected with the third screw rod in a matching mode, the fourth connecting part comprises a fourth screw rod and a fourth nut, the fourth screw rod is arranged at one end of the third screw rod and penetrates through the second back ridge, and the fourth nut is connected with the fourth screw rod in a matching mode; and a second gasket is arranged between the fourth nut and the second back edge.
The template is applied to the assembled template of the super high-rise dual-core barrel structure, and the lifting rings are arranged on the template.
The template is applied to the assembled template of the super high-rise dual-core barrel structure, and the first back ridge at the corner assembling position of the template is fixedly provided with the reinforcing connecting piece arranged along the length direction of the first back ridge.
The assembling template applied to the super high-rise dual-core barrel structure is characterized in that a plurality of reinforcing ribs arranged along the length direction of the body panel are arranged on the outer side wall of the body panel.
The first connecting device comprises a connecting bolt and a fifth nut, wherein the connecting bolt is arranged on the two frame plates which are attached to each other in a penetrating mode, and the fifth nut is connected with the connecting bolt in a matching mode.
Compared with the prior art, the utility model has the following advantages:
1. the utility model provides an assembled template applied to a super high-rise double-core-tube structure, when in use, a plurality of templates are sequentially connected, the templates which are assembled and close to each other are fixedly connected through a first connecting device, then a first connecting part in a second connecting device extends into the connected templates, the connected templates are further connected and fixed, meanwhile, one end of the first connecting part is provided with a second connecting part, a first back ridge is fixedly connected with the templates through the second connecting part, each template and the first back ridge are tightly combined, the first connecting part and the second connecting part are mutually limited and fixed to form a firm template reinforcing system, the structural strength is higher, meanwhile, after the first back ridge is disassembled, the plurality of assembled templates cannot be directly scattered, when in construction, the assembled and fixed assembled templates are directly transported to a high-rise construction position through a crane for use, the transportation and the transfer are convenient; the template and the first back ridge do not need to be separately placed, and the occupied space is small; need not to splice again at the high-rise, avoid appearing the incident in the high-rise concatenation, directly use moreover to assemble fixed concatenation template, reduce the workman and splice the mould repeatedly, reduce the construction degree of difficulty, improve machining efficiency.
2. The second connecting device firstly passes through the first back edge through the second screw rod, the first back edge and the template are fixedly connected by the second screw rod and the second nut in a matching mode, meanwhile, the first screw rod is fixedly connected to one end of the second screw rod, the first screw rod penetrates through the two frame plates which are attached to each other and is fixedly connected with the first nut in a matching mode, each template and the first back edge are tightly combined to form a firm template reinforcing system, the connecting strength is high, the second screw rod penetrates through and fixes the back edge on the template, meanwhile, the first screw rod extends into the spliced templates, the first screw rod and the second screw rod are mutually limited and fixed, the connecting piece is effectively prevented from loosening, and the safety accident caused by loosening of the connecting piece is avoided.
[ description of the drawings ]
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below.
FIG. 1 is a schematic view of a partial structure of the present invention;
FIG. 2 is a schematic view of a portion of the structure of FIG. 1 in the direction A-A;
FIG. 3 is a schematic view of a partial structure of a template connection;
FIG. 4 is a schematic structural diagram of the completed template assembly of the present invention;
fig. 5 is a partially enlarged view of a in fig. 4.
[ detailed description ] embodiments
In order to make the technical problems, technical solutions and advantageous effects solved by the present invention more clearly apparent, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the utility model and are not intended to limit the utility model.
When embodiments of the present invention refer to the ordinal numbers "first", "second", etc., it should be understood that the words are used for distinguishing between them unless the context clearly dictates otherwise.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; 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 meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In a specific embodiment, the assembly template applied to a super high-rise dual core barrel structure as shown in fig. 1 to 5 includes:
the template 1, a plurality of said templates 1 connect sequentially;
the first back edge 2 is arranged on one surface of the template 1;
the first connecting device 3 is arranged between the adjacent formworks 1 and is used for connecting the adjacent formworks 1;
the second connecting device 4 comprises a first connecting part 41 which is arranged between the adjacent formworks 1 and is used for connecting the adjacent formworks 1, and a second connecting part 42 which is arranged at one end of the first connecting part 41 and is used for connecting the formworks 1 and the first back edge 2. During installation, the templates 1 are sequentially connected, the assembled templates 1 are fixedly connected and attached to each other through the first connecting device 3, the connected templates 1 extend into the connected templates 1 through the first connecting portion 41 in the second connecting device 4, the connected templates 1 are further connected and fixed, meanwhile, one end of the first connecting portion 41 is provided with the second connecting portion 42, the first back ridge 2 is fixedly connected with the templates 1 through the second connecting portion 42, each template 1 and the first back ridge 2 are tightly combined to form a firm template reinforcing system, the structural strength is higher, meanwhile, after the first back ridge 2 is disassembled, the assembled templates 1 cannot be directly disassembled, and during construction, the assembled templates which are assembled and fixed are transported to a high-rise construction position through a crane to be directly used, so that transportation and transfer are facilitated; the template 1 and the first back ridge 2 do not need to be separately placed, and the occupied space is small; need not to splice again at the high-rise, avoid appearing the incident in the high-rise concatenation, directly use moreover to assemble fixed concatenation template, reduce the workman and splice the mould repeatedly, reduce the construction degree of difficulty, improve machining efficiency. Specifically, the template 1 is made of aluminum alloy materials, and the aluminum alloy template is adopted, so that the concrete has good forming quality, low turnover loss, less construction waste, high universality and high recovery value, and is beneficial to field construction; the first back ridge 2 is made of steel, and the structural strength is higher.
Specifically, template 1 includes body panel 11 and locates body panel 11 week along the frame board 12 of arranging, on the adjacent template 1 the frame board 12 laminates each other, first connecting portion 41 is including wearing to locate two laminates each other first screw 411 on the frame board 12 and the first nut 412 of being connected with first screw 411 cooperation, second connecting portion 42 is including locating first screw 411's one end and passing first back of the body stupefied 2 second screw 421 and with second screw 421 cooperation second nut 422 of being connected. Second screw 421 of second connecting device 4 passes first back of the body stupefied 2 to by the stupefied 2 of second screw 421 and the cooperation fixed connection of second nut 422 and template 1 of the first back of the body, simultaneously at the first screw 411 of the one end fixedly connected with of second screw 421, first screw 411 wears to locate on the frame board of two mutual laminatings, and cooperate with first nut 412 together to be connected fixedly, make every template 1 and the stupefied 2 of first back of the body combine closely, form firm template reinforcement system, joint strength is high, avoid appearing causing the condition of incident because of the bolt pine takes off.
In addition, a first gasket 13 is arranged between the second nut 422 and the first back ridge 2. The second nut 422 is prevented from slipping, and the safety is improved.
Further, the assembling template applied to the super high-rise dual-core tube structure further comprises a second back ridge 5 fixedly arranged on one side surface of the first back ridge 2 far away from the template 1, and the first back ridge 2 and the second back ridge 5 are perpendicular to each other. Specifically, first back of the body is stupefied 2 for horizontal back of the body, stupefied 5 of second back of the body is stupefied for vertical back of the body, through setting up stupefied 5 improvement template 1's vertical rigidity of second back of the body.
More specifically, the connecting device 6 further comprises a third connecting device 6, wherein the third connecting device 6 comprises a third connecting part 61 arranged between the adjacent formworks 1 and used for connecting the adjacent formworks 1, and a fourth connecting part 62 arranged at one end of the third connecting part 61 and used for connecting the formworks 1 and the second back edge 5. The template 1 and the second back ridge 5 are tightly combined through the third connecting device 6 to form a firm template reinforcing system, and the structural strength is higher.
Further, the third connecting portion 61 includes a third screw 611 penetrating through the two frame plates 12 attached to each other, and a third nut 612 connected to the third screw 611 in a matching manner, and the fourth connecting portion 62 includes a fourth screw 621 penetrating through the second back edge 5 and arranged at one end of the third screw 611, and a fourth nut 622 connected to the fourth screw 621 in a matching manner, so that each template 1 and the second back edge 5 are tightly combined to form a firm template reinforcing system, the connecting strength is high, and safety accidents caused by loosening of bolts are avoided; and a second gasket 14 is arranged between the fourth nut 622 and the second back ridge 5, so that the fourth nut 622 is prevented from slipping, and the safety is improved.
And furthermore, the template 1 is provided with a lifting ring 7, so that the transportation and the transfer are convenient, and the template can be lifted to a construction layer by a tower crane to be installed more safely.
Specifically, a reinforcing connecting piece 8 arranged along the length direction of the first back ridge 2 is fixedly arranged on the first back ridge 2 at the corner assembling position of the template 1. Because the reinforcing bar of corner is too dense, the slant screw rod can't wear to establish, consequently fixed being equipped with on 1 corner of template assembles the first back of the body stupefied 2 of department and follows the reinforced connecting piece 8 that first back of the body stupefied 2 length direction set up to improve the rigidity of first back of the body stupefied 2, control wall body aluminum plate warp.
More specifically, the outer side wall of the body panel 11 is provided with a plurality of reinforcing ribs 9 arranged along the length direction of the body panel 11. The structural strength of the aluminum alloy template is improved through the reinforcing ribs 9.
Finally, first connecting device 3 including wear to locate two and laminate each other connecting bolt 31 on the frame board 12 and with the fifth nut 32 that connecting bolt 31 cooperation is connected, the connection cooperation of practical connecting bolt 31 and fifth nut 32 guarantees the wholeness, and the concatenation intensity between the template 1 is high.
The spliced template applied to the super high-rise double-core barrel structure is characterized in that a plurality of templates are sequentially connected when the spliced template is used, the spliced templates are fixedly connected and mutually attached through a first connecting device, and then extend into the connected templates through a first connecting part in a second connecting device to further connect and fix the connected templates; the template and the first back ridge do not need to be separately placed, and the occupied space is small; need not to splice again at the high-rise, avoid appearing the incident in the high-rise concatenation, directly use moreover to assemble fixed concatenation template, reduce the workman and splice the mould repeatedly, reduce the construction degree of difficulty, improve machining efficiency.
The above description is provided for one embodiment of the present invention, and the embodiments of the present invention are not limited to these descriptions, and the present invention is not limited to the above nomenclature and the English nomenclature since the trade nomenclature is different. Similar or identical methods, structures and the like as those of the present invention or several technical deductions or substitutions made on the premise of the conception of the present invention should be considered as the protection scope of the present invention.
Claims (10)
1. Be applied to template of assembling of super high-rise double core section of thick bamboo structure, its characterized in that includes:
the template (1), a plurality of said templates (1) connect sequentially;
the first back edge (2) is arranged on one surface of the template (1);
the first connecting device (3) is arranged between the adjacent templates (1) and is used for connecting the adjacent templates (1);
and the second connecting device (4) comprises a first connecting part (41) which is arranged between the adjacent formworks (1) and used for connecting the adjacent formworks (1) and a second connecting part (42) which is arranged at one end of the first connecting part (41) and used for connecting the formworks (1) and the first back edge (2).
2. The assembled formwork applied to a super high rise dual core tube structure, according to claim 1, wherein the formwork (1) comprises a body panel (11) and frame plates (12) arranged on the periphery of the body panel (11), the frame plates (12) on adjacent formworks (1) are attached to each other, the first connecting portion (41) comprises a first screw rod (411) arranged on the two attached frame plates (12) in a penetrating manner and a first nut (412) connected with the first screw rod (411) in a matching manner, and the second connecting portion (42) comprises a second screw rod (421) arranged at one end of the first screw rod (411) and penetrating through the first back ridge (2) and a second nut (422) connected with the second screw rod (421) in a matching manner.
3. The splicing formwork applied to the super high rise dual core-tube structure according to claim 2, wherein a first gasket (13) is arranged between the second nut (422) and the first back ridge (2).
4. The assembling template applied to the super high rise dual core-tube structure is characterized by further comprising a second back ridge (5) fixedly arranged on one side surface of the first back ridge (2) far away from the template (1), wherein the first back ridge (2) and the second back ridge (5) are perpendicular to each other.
5. The assembled formwork applied to the super high rise dual core-tube structure according to claim 4, further comprising a third connecting device (6), wherein the third connecting device (6) comprises a third connecting portion (61) arranged between the adjacent formworks (1) and used for connecting the adjacent formworks (1), and a fourth connecting portion (62) arranged at one end of the third connecting portion (61) and used for connecting the formworks (1) and the second back ridge (5).
6. The assembling template applied to the super high rise dual core-tube structure, according to claim 5, wherein the third connecting portion (61) comprises a third screw (611) passing through the two frame plates (12) attached to each other and a third nut (612) engaged with the third screw (611), and the fourth connecting portion (62) comprises a fourth screw (621) passing through the second back ridge (5) and disposed at one end of the third screw (611) and a fourth nut (622) engaged with the fourth screw (621); and a second gasket (14) is arranged between the fourth nut (622) and the second back ridge (5).
7. The splicing formwork applied to the super high rise dual core-tube structure according to claim 1, wherein the formwork (1) is provided with a hanging ring (7).
8. The assembling template applied to the super high rise dual core tube structure according to claim 1, wherein a reinforcing connecting piece (8) arranged along the length direction of the first back edge (2) is fixedly arranged on the first back edge (2) at the corner assembling position of the template (1).
9. The assembling template applied to the super high rise dual core barrel structure according to claim 2, wherein a plurality of reinforcing ribs (9) are arranged on the outer side wall of the body panel (11) along the length direction of the body panel (11).
10. The assembled formwork applied to a super high rise dual core tube structure according to claim 2, wherein the first connecting device (3) comprises a connecting bolt (31) arranged on the two frame plates (12) which are attached to each other in a penetrating manner, and a fifth nut (32) connected with the connecting bolt (31) in a matching manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121436117.6U CN215519942U (en) | 2021-06-25 | 2021-06-25 | Assembly template applied to super high-rise dual-core barrel structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121436117.6U CN215519942U (en) | 2021-06-25 | 2021-06-25 | Assembly template applied to super high-rise dual-core barrel structure |
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| CN215519942U true CN215519942U (en) | 2022-01-14 |
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| CN202121436117.6U Active CN215519942U (en) | 2021-06-25 | 2021-06-25 | Assembly template applied to super high-rise dual-core barrel structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114704065A (en) * | 2022-04-24 | 2022-07-05 | 中建二局第一建筑工程有限公司 | Protection system |
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2021
- 2021-06-25 CN CN202121436117.6U patent/CN215519942U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114704065A (en) * | 2022-04-24 | 2022-07-05 | 中建二局第一建筑工程有限公司 | Protection system |
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