CN211974315U - Template system for creeping formwork variable cross-section wall construction - Google Patents
Template system for creeping formwork variable cross-section wall construction Download PDFInfo
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- CN211974315U CN211974315U CN202020433620.5U CN202020433620U CN211974315U CN 211974315 U CN211974315 U CN 211974315U CN 202020433620 U CN202020433620 U CN 202020433620U CN 211974315 U CN211974315 U CN 211974315U
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- 238000009415 formwork Methods 0.000 title claims abstract description 53
- 238000010276 construction Methods 0.000 title claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 230000008878 coupling Effects 0.000 claims description 10
- 238000010168 coupling process Methods 0.000 claims description 10
- 238000005859 coupling reaction Methods 0.000 claims description 10
- 239000000758 substrate Substances 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 4
- 230000008569 process Effects 0.000 claims description 4
- 238000005304 joining Methods 0.000 claims description 3
- 238000000465 moulding Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 2
- 230000009194 climbing Effects 0.000 abstract description 7
- 239000000463 material Substances 0.000 abstract description 7
- 230000008859 change Effects 0.000 abstract description 5
- 230000008901 benefit Effects 0.000 description 3
- 230000035515 penetration Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model discloses a template system for climbing mould variable cross section wall body construction, it includes: the inner corner channel plate, the standard steel template, the template connecting device and the outer template; the inner corner groove plate is arranged at the inner corner position of the wall body; the standard steel templates are sequentially spliced and installed at pouring positions on the inner side surface of the wall body; the template connecting device comprises a first connecting surface, a second connecting surface and a concrete pouring surface; the first connecting surface is vertically connected to one side of the concrete pouring surface, and the second connecting surface is vertically connected to the other side of the concrete pouring surface; the template connecting device is arranged between the inner corner groove plate and the standard steel template adjacent to the inner corner groove plate, the first connecting surface is connected with the inner corner groove plate through a connecting bolt, and the second connecting surface is connected with the standard steel template through a connecting bolt; the outer side formwork is supported at the pouring position of the outer side surface of the wall body. Adopt the utility model is used for the template system of creeping formwork variable cross section wall body construction is under construction, need not change the inner corner frid, reduces the material loss.
Description
Technical Field
The utility model belongs to the technical field of creeping formwork variable cross section wall body construction equipment, especially, relate to a template system for creeping formwork variable cross section wall body construction.
Background
The climbing formwork construction system consists of three parts, namely a climbing formwork, a climbing frame and climbing equipment, and is an effective tool in constructing high-rise structures such as a shear wall system, a cylinder system, a pier and the like. Because of the self-climbing capability, the hoisting of hoisting machinery is not needed, and the hoisting workload of the transportation machinery in construction is reduced. The climbing formwork can reduce the number of hoisting machines, accelerate the construction speed and has better economic benefit.
As the building structure rises, the weight of the upper portion of the building structure gradually decreases, and in addition, in consideration of reducing the overall weight of the building, the section of the wall body needs to be scaled down at a suitable position to reduce the thickness of the wall body. To the wall structure construction that sets up the internal corner, according to traditional creeping formwork join in marriage mould technology, if the cross-section scale appears in the structure wall body, directly will correspond internal corner C frid and change when joining in marriage the mould, this kind joins in marriage the extravagant template material of mould mode and increases construction cost simultaneously.
SUMMERY OF THE UTILITY MODEL
The utility model aims at using the creeping formwork construction and when having wall body cross-section reduced scale, the condition of the comparatively extravagant material of tradition matched mould way now designs a formwork system for creeping formwork variable cross section wall body construction, reduces the extravagant problem of material when creeping formwork construction.
The utility model provides an above-mentioned technical problem's technical scheme as follows: a formwork system for construction of a creeping formwork variable cross-section wall, comprising: the inner corner channel plate, the standard steel template, the template connecting device and the outer template; the inner corner groove plate is arranged at the inner corner position of the wall body; the standard steel templates are sequentially spliced and installed at pouring positions on the inner side surface of the wall body; the template connecting device comprises a first connecting surface, a second connecting surface and a concrete pouring surface; the first connecting surface is vertically connected to one side of the concrete pouring surface, and the second connecting surface is vertically connected to the other side of the concrete pouring surface; the template connecting device is arranged between the inner corner groove plate and the standard steel template adjacent to the inner corner groove plate, the first connecting surface is connected with the inner corner groove plate through a connecting bolt, and the second connecting surface is connected with the standard steel template through a connecting bolt; the width of the concrete pouring surface is matched with the variable cross-section size of the wall creeping formwork; and the outer side template is supported at the pouring position of the outer side surface of the wall body.
The utility model discloses a template system for creeping formwork variable cross section wall body construction, as above, it is further, the template links up the device and utilizes first connecting plate, concrete placement board and second connecting plate to weld perpendicularly in proper order and form or adopt integrated into one piece technology to make.
The utility model discloses a template system for creeping formwork variable cross section wall body construction as above, further, template linking device includes first link up body, second link up body, adjusting screw and adjusting connecting piece; the adjusting connecting piece is rotatably arranged in the mounting hole of the first connecting body, one end of the adjusting screw rod is fixedly connected with the second connecting body, the other end of the adjusting screw rod is connected with the adjusting connecting piece, and the distance between the first connecting body and the second connecting body is adjusted through rotating the adjusting connecting piece.
The utility model discloses a template system for creeping formwork variable cross section wall body construction, further, first connection body includes first base plate, first outer panel and first interior plate, and first outer panel is connected perpendicularly at a side edge of first base plate, and first interior plate is connected perpendicularly in one side of first base plate and is located the inboard position of first outer panel, is first crack between first outer panel and first interior plate.
The utility model discloses a formwork system for creeping formwork variable cross section wall body construction as above, further, adjust the connecting piece and include connecting piece roof, intermediate part and connecting piece bottom plate, the intermediate part sets up between connecting piece roof and connecting piece bottom plate, the intermediate part sets up the internal thread that matches with the external screw thread of adjusting the screw rod tip; the adjusting connector is installed in the installation hole of the first substrate.
The utility model discloses a formwork system for creeping formwork variable cross section wall body construction, further, the second links up the body and includes second base plate, second outside board and second interior plate, and the perpendicular edge that connects at the second base plate of second outside board, the perpendicular inboard position that connects in one side of second base plate and be located the second outside board of second interior plate is the second crack between second outside board and second interior plate.
The utility model discloses a template system for creeping formwork variable cross section wall body construction as above, further, one end of adjusting screw is connected with second base plate vertical fixed; the first substrate is provided with a first connecting bolt through hole, and the second substrate is provided with a second connecting bolt through hole corresponding to the first connecting bolt through hole.
Adopt the utility model is used for the template system of creeping formwork variable cross section wall body construction is under construction, need not change the inner corner frid, reduces the material loss.
Drawings
The above and/or other aspects and advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and not by way of limitation, wherein:
FIG. 1 is a schematic diagram of a formwork system for formwork-climbing variable cross-section wall construction according to an embodiment;
FIG. 2 is an enlarged partial view of the upper right portion of FIG. 1;
FIG. 3 is a schematic inside view of a formwork system for formwork-climbing variable cross-section wall construction;
FIG. 4 is a schematic view of one embodiment of an internal corner channel plate and template engagement means connection;
fig. 5 is a schematic view of a template engagement device according to an embodiment of the present invention;
fig. 6 is a schematic front view of a template engagement device according to an embodiment of the present invention;
fig. 7 is a schematic view of the template connecting device according to an embodiment of the present invention.
In the drawings, the components represented by the respective reference numerals are listed below:
1. inner corner slotted plate, 2, standard steel form, 3, form linking device, 31, first linking body, 311, first base plate, 312, first outer side plate, 313, first inner side plate, 314, first crack, 315, first connecting bolt perforation, 32, second linking body, 321, second base plate, 322, second outer side plate, 323, second inner side plate, 324, second crack, 325, second connecting bolt perforation, 33, adjusting screw, 331, adjusting screw, 34, adjusting connecting piece, 341, connecting piece roof, 342, connecting piece bottom plate, 4, outer side form, 5, connecting bolt.
Detailed Description
Hereinafter, embodiments of the formwork system for the construction of the creeping formwork variable cross-section wall according to the present invention will be described with reference to the accompanying drawings.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
Fig. 1, fig. 2 and fig. 3 show that the utility model discloses a template system for creeping mould variable cross section wall body construction of embodiment, it includes: the inner corner groove plate 1 is arranged at the inner corner position of the wall body; the standard steel templates 2 are sequentially spliced and installed at pouring positions on the inner side surface of the wall body; the formwork joining device 3 comprises a first connecting surface, a second connecting surface and a concrete pouring surface; the first connecting surface is vertically connected to one side of the concrete pouring surface, and the second connecting surface is vertically connected to the other side of the concrete pouring surface; the template connecting device 3 is arranged between the inner corner groove plate 1 and the standard steel template 2 adjacent to the inner corner groove plate 1, the first connecting surface is connected with the inner corner groove plate 1 through a connecting bolt 5, and the second connecting surface is connected with the standard steel template 2 through the connecting bolt 5; the width of the concrete pouring surface is matched with the variable cross-section size of the wall creeping formwork; in a preferred embodiment, the formwork engagement means 3 are formed by vertically welding the first connecting plate, the concrete pouring plate and the second connecting plate in sequence or by an integral molding process. And the outer side template 4 is erected at the pouring position of the outer side surface of the wall body.
For example, when the inside scale of wall body all around of structure contracts 50mm (wall thickness attenuation, produces the gap between standard steel form and the interior corner frid, and this gap width is less than standard steel form width.), it is comparatively serious if directly change interior corner frid material waste. Adopt now the utility model discloses above-mentioned embodiment's optimization way uses 50mm wide, fixes with isometric template linking device of inner corner frid, need not change the inner corner frid, reduces the material loss with the inner corner frid.
When the template system of the embodiment is actually used, in order to cope with different wall surface reduced scales, template connecting devices with different widths need to be prepared, and the problems of more spare parts, higher cost and inconvenient storage and use exist. In another embodiment of the formwork system, the formwork engagement means 3 comprises a first engagement body 31, a second engagement body 32, an adjusting screw 33 and an adjusting connector 34; the adjusting connector 34 is rotatably installed in the installation hole of the first coupling body 31, one end of the adjusting screw 33 is fixedly connected to the second coupling body 32, the other end of the adjusting screw 33 is connected to the adjusting connector 34 (referring to fig. 7, an adjusting thread 331 is provided at the end of the adjusting screw 33), and the distance between the first coupling body 31 and the second coupling body 32 is adjusted by rotating the adjusting connector 34. The distance between the first connection body and the second connection body is adjusted through the adjusting screw rod, so that the first connection body and the second connection body can adapt to different wall body reduced scales, and the applicability of the tool is improved.
In a specific embodiment of the formwork system for the construction of the creeping formwork variable cross-section wall, the first joint body 31 includes a first base plate 311, a first outer side plate 312 and a first inner side plate 313, the first outer side plate 312 is vertically connected to one side edge of the first base plate 311, the first inner side plate 313 is vertically connected to one side of the first base plate 311 and located at an inner position of the first outer side plate 312, and a first gap 314 is formed between the first outer side plate 312 and the first inner side plate 313.
The second coupling body may adopt a first structure form that the second coupling body 32 includes a second base plate 321 and a second exterior plate 322, the second exterior plate 322 is vertically connected to one side of the second base plate 321, and one end of the adjusting screw 33 is vertically and fixedly connected to the second base plate 321. When the concrete is assembled, the second outer side plate 322 is inserted into the first crack 314, and the structure has the advantages of blocking the concrete and preventing the slurry leakage in the concrete pouring process. The second coupling body may take a second structural form as shown in fig. 5 and 6, and the second coupling body 32 includes a second base plate 321, a second exterior plate 322 and a second interior plate 323, the second exterior plate 322 is perpendicularly connected to one side edge of the second base plate 321, the second interior plate 323 is perpendicularly connected to one side of the second base plate 321 at a position inside the second exterior plate 322, and a second gap 324 is formed between the second exterior plate 322 and the second interior plate 323. One end of the adjusting screw 33 is vertically and fixedly connected with the second base plate 321. When the concrete is assembled, the first outer side plate 312 is inserted into the second gap 324, and the second inner side plate 323 is inserted into the first gap 314, so that the concrete can be better blocked, and the slurry leakage in the concrete pouring process can be prevented.
In a specific embodiment of the formwork system for the construction of the climbing formwork variable cross-section wall, as shown in fig. 7, the adjusting connector 34 includes a connector top plate 341, an intermediate part and a connector bottom plate 342, the intermediate part is disposed between the connector top plate 341 and the connector bottom plate 342, and the intermediate part is provided with an internal thread adapted to the external thread at the end of the adjusting screw 33; the adjusting connector 34 is mounted in the mounting hole of the first substrate 311. When the connecting piece 34 is adjusted in a rotating mode, the distance between the first connection body and the second connection body is increased or reduced through the matching effect between the threads, and therefore the wall surface scale is suitable for wall surface scales with different sizes. In a further preferred embodiment, the connector top plate 341 comprises a base body of annular configuration, and two stops projecting from the base body, enabling easy adjustment by the operator.
In the embodiment shown in fig. 4, the first connecting surface is connected to the inner corner channel plate 1 by the connecting bolt 5, and the second connecting surface is connected to the standard steel molding plate 2 by the connecting bolt 5; in order to facilitate the bolt connection, the first base plate 311 is provided with a first connection bolt penetration hole 315, and the second base plate 321 is provided with a second connection bolt penetration hole 325 corresponding to the position of the first connection bolt penetration hole 315. Or, the position of the first connecting bolt through hole 315 and the second connecting bolt through hole 325 are separately arranged, and do not need to be related to each other, so that the difficulty in manufacturing the first substrate and the second substrate can be avoided.
The technical features disclosed above are not limited to the combinations with other features disclosed, and other combinations between the technical features can be performed by those skilled in the art according to the purpose of the invention to achieve the aim of the invention.
Claims (7)
1. A template system for the construction of a creeping formwork variable cross-section wall body is disclosed, wherein the horizontal cross section of the wall body is of a rectangular structure; it is characterized by comprising: an inner corner groove plate (1), a standard steel template (2), a template connecting device (3) and an outer side template (4); the inner corner groove plate (1) is arranged at the inner corner position of the wall body; the standard steel templates (2) are sequentially spliced and installed at pouring positions on the inner side surface of the wall body; the template connecting device (3) comprises a first connecting surface, a second connecting surface and a concrete pouring surface; the first connecting surface is vertically connected to one side of the concrete pouring surface, and the second connecting surface is vertically connected to the other side of the concrete pouring surface; the template connecting device (3) is arranged between the inner corner groove plate (1) and the standard steel template (2) adjacent to the inner corner groove plate (1), the first connecting surface is connected with the inner corner groove plate (1) through a connecting bolt (5), and the second connecting surface is connected with the standard steel template (2) through the connecting bolt (5); the width of the concrete pouring surface is matched with the variable cross-section size of the wall creeping formwork; and the outer side template (4) is erected at the pouring position of the outer side surface of the wall body.
2. The formwork system for wall construction of creeping formwork and variable cross-section according to claim 1, wherein the formwork joining means (3) is formed by vertically welding the first connecting plate, the concrete pouring plate and the second connecting plate in sequence or by using an integral molding process.
3. Formwork system for construction of wall of creeping formwork and variable section according to claim 1, characterized in that the formwork engagement means (3) comprises a first engagement body (31), a second engagement body (32), an adjusting screw (33) and an adjusting connection (34); the adjusting connecting piece (34) is rotatably arranged in the mounting hole of the first connecting body (31), one end of the adjusting screw rod (33) is fixedly connected with the second connecting body (32), the other end of the adjusting screw rod (33) is connected with the adjusting connecting piece (34), and the distance between the first connecting body (31) and the second connecting body (32) is adjusted through rotating the adjusting connecting piece (34).
4. The formwork system for wall construction according to claim 3, wherein the first coupling body (31) comprises a first base plate (311), a first outer side plate (312) and a first inner side plate (313), the first outer side plate (312) is vertically connected to one side edge of the first base plate (311), the first inner side plate (313) is vertically connected to one side of the first base plate (311) and located at an inner side position of the first outer side plate (312), and a first crack (314) is formed between the first outer side plate (312) and the first inner side plate (313).
5. The formwork system for wall construction of creeping formwork and variable cross-section according to claim 4, wherein the adjusting connection member (34) comprises a connection member top plate (341), an intermediate part and a connection member bottom plate (342), the intermediate part is arranged between the connection member top plate (341) and the connection member bottom plate (342), the intermediate part is provided with an internal thread adapted to the external thread of the end of the adjusting screw (33); the adjusting connector (34) is mounted in a mounting hole of the first substrate (311).
6. The formwork system for wall construction according to claim 5, wherein the second coupling body (32) comprises a second base plate (321), a second exterior plate (322) and a second interior plate (323), the second exterior plate (322) is vertically connected to one side edge of the second base plate (321), the second interior plate (323) is vertically connected to one side of the second base plate (321) at a position inside the second exterior plate (322), and a second gap (324) is formed between the second exterior plate (322) and the second interior plate (323).
7. The formwork system for wall construction of creeping formwork and variable cross-section according to claim 6, wherein one end of the adjusting screw (33) is vertically and fixedly connected with the second base plate (321); the first base plate (311) is provided with a first connecting bolt through hole (315), and the second base plate (321) is provided with a second connecting bolt through hole (325) corresponding to the first connecting bolt through hole (315).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020433620.5U CN211974315U (en) | 2020-03-30 | 2020-03-30 | Template system for creeping formwork variable cross-section wall construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020433620.5U CN211974315U (en) | 2020-03-30 | 2020-03-30 | Template system for creeping formwork variable cross-section wall construction |
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| Publication Number | Publication Date |
|---|---|
| CN211974315U true CN211974315U (en) | 2020-11-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202020433620.5U Expired - Fee Related CN211974315U (en) | 2020-03-30 | 2020-03-30 | Template system for creeping formwork variable cross-section wall construction |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113482329A (en) * | 2021-07-14 | 2021-10-08 | 武汉建工集团股份有限公司 | Elevator shaft platform creeping formwork combined system |
| CN115450418A (en) * | 2022-09-19 | 2022-12-09 | 济南一建集团有限公司 | Aluminum alloy template installation method for section change of shear wall |
-
2020
- 2020-03-30 CN CN202020433620.5U patent/CN211974315U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113482329A (en) * | 2021-07-14 | 2021-10-08 | 武汉建工集团股份有限公司 | Elevator shaft platform creeping formwork combined system |
| CN115450418A (en) * | 2022-09-19 | 2022-12-09 | 济南一建集团有限公司 | Aluminum alloy template installation method for section change of shear wall |
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Granted publication date: 20201120 |