CN213268904U - Variable template system - Google Patents

Variable template system Download PDF

Info

Publication number
CN213268904U
CN213268904U CN202021739901.XU CN202021739901U CN213268904U CN 213268904 U CN213268904 U CN 213268904U CN 202021739901 U CN202021739901 U CN 202021739901U CN 213268904 U CN213268904 U CN 213268904U
Authority
CN
China
Prior art keywords
plate
adjusting
wood
piece
construction
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202021739901.XU
Other languages
Chinese (zh)
Inventor
沈凌云
陈亿强
岳小帅
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Second Engineering Bureau Co Ltd
Original Assignee
China Construction Second Engineering Bureau Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Construction Second Engineering Bureau Co Ltd filed Critical China Construction Second Engineering Bureau Co Ltd
Priority to CN202021739901.XU priority Critical patent/CN213268904U/en
Application granted granted Critical
Publication of CN213268904U publication Critical patent/CN213268904U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a variable template system, it includes: the wood pattern top plate is arranged below the top concrete pouring layer; the aluminum mould wallboard is vertically arranged; a gap is formed between the wood mold top plate and the side edge of the aluminum film wallboard; the height increasing device is arranged between the wood pattern top plate and the aluminum film wallboard and used for filling the gap, and the height increasing device is respectively connected with the wood pattern top plate and the aluminum film wallboard through screws; the heightening device is a wood purlin or an adjustable heightening device, and the adjustable heightening device comprises a first linking body, a second linking body, an adjusting screw rod and an 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 construction by utilizing the variable template system has the advantages of better quality control, economy and quick construction period.

Description

Variable template system
Technical Field
The utility model belongs to the technical field of wall post concrete placement template, especially, relate to a variable template system.
Background
When the job site uses the aluminium template to carry out wall post concrete construction, because the whole size of aluminium template is fixed, if meet local wall post height dimension change when great, the wooden template at aluminium template and top can't link up and be connected, leads to unable aluminium template of using to be under construction. The traditional method using the wood pattern for construction has the following disadvantages that are difficult to avoid: 1. the construction quality is difficult to control; the construction method is characterized in that the whole number of the aluminum formwork wall boards are replaced by large-size aluminum formworks (which increase the cost greatly) or all the aluminum formworks are used for construction, and more importantly, the construction quality is poorer than that of the aluminum formwork by using the wood plate surfaces for concrete construction. 2. Poor economy; all use the wooden model to carry out the construction, the disposable input cost of materials such as wooden model, steel pipe is big, and traditional wooden model construction technique contrasts with aluminium template construction, has improved non-standard layer construction cost by a wide margin. 3. The construction period is quick; for example, the construction period of a certain project aluminum mould standard layer is 4 days/layer, if a wood mould is adopted for construction, the working procedures of re-processing the template material, adding a steel pipe support frame, a complex template reinforcing system and the like consume a large amount of time, and the construction period can reach at least 8 days/layer.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a variable template system to the wooden template at solution aluminum mould board and top can't link up and be connected, leads to the unable problem of using the aluminum mould board to carry out the construction.
The utility model provides an above-mentioned technical problem's technical scheme as follows: a variable template system, comprising: the wood pattern top plate is arranged below the top concrete pouring layer, and the side edge of the wood pattern top plate is of a right-angle structure; the aluminum mould wallboard is vertically arranged and used for casting wall concrete; a gap is formed between the wood pattern top plate and the side edge of the aluminum film wallboard; the height increasing device is arranged between the wood pattern top plate and the aluminum film wallboard and fills the gap, and the height increasing device is respectively connected with the wood pattern top plate and the aluminum film wallboard by screws; the heightening device is a wood purlin or an adjustable heightening device, and the adjustable heightening device comprises a first linking body, a second linking body, an adjusting screw rod and an 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 as above variable template system, further, first linkage body includes first base plate, first outer panel and first interior plate, and a side edge at first base plate is connected perpendicularly to first outer panel, and first interior plate is connected perpendicularly and is just located the inboard position of first outer panel in one side of first base plate, is first crack between first outer panel and first interior plate.
The utility model discloses as above variable template system, further, the regulation connecting piece includes connecting piece roof, intermediate part and connecting piece bottom plate, and the intermediate part sets up between connecting piece roof and connecting piece bottom plate, and the intermediate part sets up the internal thread that matches with the external screw thread of adjusting screw rod tip; the adjusting connector is installed in the installation hole of the first substrate.
The utility model discloses as above variable template system, further, the second links up the body and includes second base plate, second curb plate and second interior plate, and the perpendicular connection of second curb plate is in the one side edge of second base plate, and the perpendicular connection of second interior plate is in the inboard position of one side of second base plate and being located the second curb plate, is the second crack between second curb plate and second interior plate.
The variable template system of the utility model, further, one end of the adjusting screw is vertically and fixedly connected with the second substrate; 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.
The utility model discloses as above variable template system, further, still include the backing plate, the thickness of backing plate equals with the thickness of second outside board, the backing plate setting is in the outside of first outside board, the height of backing plate equals with the length that first outside board did not insert the second crack part.
The utility model has the advantages that:
1. the quality is better controlled; adopt variable template system construction, need not change the aluminium mould wallboard total or all use the wooden model to construct, on the one hand to the cost-push is less, on the other hand can utilize the high advantage of aluminium template construction quality.
2. Economy; the variable template system is adopted for construction, the one-time investment cost of materials such as the wood mold and the steel pipe is reduced, the used auxiliary materials are only wood purlin which is used on site and turned over or an adjustable heightening device, the utilization rate of the aluminum mold is increased, and the material cost is greatly reduced. Meanwhile, labor cost of aluminum formwork construction is lower than that of special layer wood formwork construction. Comprehensively considering, compared with the traditional wood formwork construction technology, the aluminum-wood combined technology construction greatly reduces the construction cost of the non-standard layer.
3. The construction period is quick; for example, the construction period of a certain project aluminum mould standard layer is 4 days/layer, and the construction period is up to 5 days/layer due to special position treatment after aluminum wood combination is used. However, if the wood formwork is adopted for construction, the procedures of re-processing the formwork material, additionally arranging a steel pipe support frame, a complex formwork reinforcing system and the like consume a lot of time, and the construction period can reach at least 8 days/layer. In conclusion, the construction by using the variable template system plays an absolute role in accelerating the construction progress of the non-standard layer.
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 variable template system according to an embodiment of the present invention;
fig. 2 is a schematic view of a screw connecting aluminum formwork wall panel and a wood formwork top panel according to an embodiment of the present invention;
fig. 3 is a schematic view of an adjustable height increasing device according to an embodiment of the present invention;
fig. 4 is a partial schematic view of an adjustable height increasing device according to an embodiment of the present invention;
FIG. 5 is a schematic side view of an adjustable height increasing device according to a first embodiment of the present invention;
fig. 6 is a schematic view of an adjustable heightening device according to a second embodiment of the present invention.
In the drawings, the components represented by the respective reference numerals are listed below:
1. aluminum mould wallboard, 2, wood mould roof, 3, heightening device, 31, first joint 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 joint 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, screw, 5, backing plate.
Detailed Description
Hereinafter, embodiments of the variable template system of 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 and 2 show a variable template system of an embodiment of the present invention, which includes:
the wood pattern top plate 2 is arranged below the top concrete pouring layer, and the side edge of the wood pattern top plate 2 is of a right-angle structure;
the aluminum mould wall plate 1 is vertically arranged and used for casting wall concrete; a gap is formed between the wood pattern top plate 2 and the side edge of the aluminum film wallboard;
the height increasing device 3 is arranged between the wood pattern top plate 2 and the aluminum film wallboard to fill the gap, and the height increasing device 3 is respectively connected with the wood pattern top plate 2 and the aluminum film wallboard by a screw 4; in one embodiment the heightening means 3 is a wood purlin. However, different construction scenes cause the gap height between the side edges of the wood formwork top plate 2 and the aluminum film wallboard to be inconsistent, that is, one wood beam cannot meet diversified construction conditions, and multiple sizes of wood beams need to be prepared according to specific construction conditions, so that the cost of equipment is increased, and storage difficulty is brought.
The utility model discloses variable template system of above-mentioned embodiment has following advantage: 1. the quality is better controlled; adopt variable template system construction, need not change the aluminium mould wallboard total or all use the wooden model to construct, on the one hand to the cost-push is less, on the other hand can utilize the high advantage of aluminium template construction quality. 2. Economy; the variable template system is adopted for construction, the one-time investment cost of materials such as the wood mold and the steel pipe is reduced, the used auxiliary materials are only wood purlin which is used on site and turned over or an adjustable heightening device, the utilization rate of the aluminum mold is increased, and the material cost is greatly reduced. Meanwhile, labor cost of aluminum formwork construction is lower than that of special layer wood formwork construction. Comprehensively considering, compared with the traditional wood formwork construction technology, the aluminum-wood combined technology construction greatly reduces the construction cost of the non-standard layer. 3. The construction period is quick; for example, the construction period of a certain project aluminum mould standard layer is 4 days/layer, and the construction period is up to 5 days/layer due to special position treatment after aluminum wood combination is used. However, if the wood formwork is adopted for construction, the procedures of re-processing the formwork material, additionally arranging a steel pipe support frame, a complex formwork reinforcing system and the like consume a lot of time, and the construction period can reach at least 8 days/layer. In conclusion, the construction by using the variable template system plays an absolute role in accelerating the construction progress of the non-standard layer.
In another embodiment, the height increasing device is an adjustable height increasing device 3, and the adjustable height increasing device 3 includes a first connecting body 31, a second connecting body 32, an adjusting screw 33 and an adjusting connecting piece 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. 6, 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 variable template system, as shown in fig. 3 to 5, the first adaptor 31 includes a first base plate 311, a first outer plate 312 and a first inner plate 313, the first outer plate 312 is vertically connected to one side edge of the first base plate 311, the first inner plate 313 is vertically connected to one side of the first base plate 311 and located at an inner position of the first outer plate 312, and a first gap 314 is formed between the first outer plate 312 and the first inner 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. 3 to 5, 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.
As shown in fig. 3 to 5, the adjusting connector 34 includes a connector top plate 341, an intermediate portion and a connector bottom plate 342, the intermediate portion is disposed between the connector top plate 341 and the connector bottom plate 342, and the intermediate portion 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 in a ring structure, and two baffles protruding from the base body, which can facilitate adjustment by an operator.
In a specific embodiment of the variable template system, as shown in fig. 3 to 5, one end of the adjusting screw 33 is vertically and fixedly connected to the second base plate 321; 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 first connection bolt penetration hole 315.
When the variable formwork system of the embodiment is used, the inventor finds that the cast wall column concrete surface has a groove and poor flatness. This is because the exterior side of first exterior side panel 312 is not flush with second exterior side panel 322 and the grooves do not affect the use of the formwork system and the quality of the concrete pour when construction results are not as demanding. However, if the construction requirement is high, the above embodiment needs to be further improved, and as shown in fig. 6, in a specific embodiment of the variable formwork system, a backing plate 5 is further included, the thickness of the backing plate 5 is equal to that of the second outer side plate 322, the backing plate 5 is disposed on the outer side of the first outer side plate 312, and the height of the backing plate 5 is equal to the length of the portion of the first outer side plate 312 that is not inserted into the second gap 324.
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 (6)

1. A variable template system, comprising: the wood pattern top plate (2) is arranged below the top concrete pouring layer, and the side edge of the wood pattern top plate (2) is of a right-angle structure; the aluminum mould wallboard (1), the said aluminum mould wallboard (1) is set up vertically, is used for pouring the concrete of the wall body; a gap is formed between the wood pattern top plate (2) and the side edge of the aluminum film wallboard; the heightening device (3) is arranged between the wood pattern top plate (2) and the aluminum film wallboard to fill the gap, and the heightening device (3) is connected with the wood pattern top plate (2) and the aluminum film wallboard respectively by using a screw (4); the heightening device (3) is a wood balk or an adjustable heightening device (3), and the adjustable heightening device (3) comprises a first linking body (31), a second linking body (32), an adjusting screw rod (33) and an adjusting connecting piece (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).
2. The variable template system according to claim 1, 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 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).
3. The variable formwork system according to claim 2, wherein the adjusting connection (34) comprises a connection top plate (341), an intermediate part and a connection bottom plate (342), the intermediate part being arranged between the connection top plate (341) and the connection bottom plate (342), the intermediate part being 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).
4. The variable template system according to claim 3, 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) being vertically connected to one side edge of the second base plate (321), the second interior plate (323) being 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) being formed between the second exterior plate (322) and the second interior plate (323).
5. The variable template system according to claim 4, 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).
6. The variable formwork system according to claim 5, further comprising a tie plate (5), wherein the thickness of the tie plate (5) is equal to the thickness of the second outer panel (322), the tie plate (5) is disposed outside the first outer panel (312), and the height of the tie plate (5) is equal to the length of the portion of the first outer panel (312) that is not inserted into the second gap (324).
CN202021739901.XU 2020-08-19 2020-08-19 Variable template system Active CN213268904U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021739901.XU CN213268904U (en) 2020-08-19 2020-08-19 Variable template system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021739901.XU CN213268904U (en) 2020-08-19 2020-08-19 Variable template system

Publications (1)

Publication Number Publication Date
CN213268904U true CN213268904U (en) 2021-05-25

Family

ID=75975622

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021739901.XU Active CN213268904U (en) 2020-08-19 2020-08-19 Variable template system

Country Status (1)

Country Link
CN (1) CN213268904U (en)

Similar Documents

Publication Publication Date Title
CN102561681B (en) Casting molding template and casting molding process for constructional columns of infilled walls
CN203712840U (en) Small box girder concrete pouring mold
CN206829379U (en) It is a kind of to be used to breathing out fragrant groove and nuzzle in advance the mounting structure of concrete component
CN207608925U (en) Piping lane box type telescopic internal model
CN213268904U (en) Variable template system
CN209571794U (en) In a kind of shear wall direct-burried distribution box with can turnover type fix device
CN206458083U (en) A kind of adjustable building template
CN206667747U (en) A kind of casting concrete flange gang form
CN105040975A (en) Support platform utilizing bay window to construct and construction method of bay window
CN211974315U (en) Template system for creeping formwork variable cross-section wall construction
CN207813019U (en) A kind of UHPC non-dismantling formworks of casting concrete column
CN207847151U (en) The telescopic support device to cornice for installing exterior wall
CN207727982U (en) A kind of building wall corner Constructional Col-umn Construction template
CN111005562A (en) Method for sealing and processing opening of window of assembled laminated plate wall
CN210013474U (en) Deviation prevention device for aluminum mould K plate
CN106988340B (en) Reserved steel bar in cast-in-place concrete bottom plate is accurately positioned, the construction method of installation
CN109555311A (en) Adjustable waterproof guide wall form board support construction and its operational method
CN204781953U (en) Stair concrete placement shaping template of marking time
CN212224611U (en) Shear force wall pouring template reinforcing apparatus
CN212957628U (en) Template reinforced structure of concrete frame post
CN213829512U (en) Precast beam formwork
CN212295658U (en) Angle formwork supporting device used during secondary concrete pouring of intersection of precast beam and slab
CN214739860U (en) Concatenation formula rammed earth wall template
CN208294080U (en) Formwork root leakproof sizing device
CN108331333B (en) Aluminum alloy formwork inner wall column root plug seam optimization device and construction method thereof

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant