CN216664969U - Aluminum-wood combined template engineering wall template heightening structure - Google Patents
Aluminum-wood combined template engineering wall template heightening structure Download PDFInfo
- Publication number
- CN216664969U CN216664969U CN202122675633.0U CN202122675633U CN216664969U CN 216664969 U CN216664969 U CN 216664969U CN 202122675633 U CN202122675633 U CN 202122675633U CN 216664969 U CN216664969 U CN 216664969U
- Authority
- CN
- China
- Prior art keywords
- template
- aluminum
- wood
- templates
- screw rod
- 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
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to the technical field of civil engineering, in particular to an aluminum-wood combined template engineering wall template heightening structure which comprises a plurality of templates, aluminum template back ridges, a first wood template and a second wood template, wherein the length of each template is eight hundred millimeters and the width of each template is four hundred millimeters, adjacent templates are connected by pins, the aluminum template back ridges are fixed on the templates through opposite-pulling screws, the longitudinal distance between the adjacent aluminum template back ridges is eight hundred millimeters, the transverse and longitudinal distances between the adjacent opposite-pulling screws are eight hundred millimeters, the aluminum template back ridges provided with the opposite-pulling screws are placed at the lower part, the first wood template is spliced at the upper part, the aluminum templates without the opposite-pulling screws are arranged at the lower part, and the second wood template is spliced at the lower part. The integrity of the template can be effectively improved.
Description
Technical Field
The utility model relates to the technical field of civil engineering, in particular to an aluminum-wood combined template engineering wall template heightening structure.
Background
The construction of the aluminum alloy formwork support system for the concrete structure of the high-rise building is developed and matured, and the application is increasingly wide due to the advantages of high efficiency, good forming quality, high turnover frequency and the like of the aluminum alloy formwork construction. The aluminum alloy template is fixed in size and cannot be adjusted on site, the aluminum alloy template is generally only used for standard layer construction in high-rise structures and corresponds to non-standard layers such as refuge layers, equipment layers, house jump layers and the like, and the wood formwork construction is adopted alone or the aluminum formwork and the wood formwork construction are adopted conventionally due to the adjustment of the layer height, the structural size and the layout.
When the structural layer height increased and adopted aluminium mould and wooden pattern concatenation wall form, the concatenation template wholeness can appear not enough, produces quality problems such as rise, wrong platform easily, for solving above-mentioned aluminium wood concatenation wall form problem, we have provided an aluminium wood combines template engineering wall form to increase the structure way.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an aluminum-wood combined template engineering wall template heightening structure to solve the problems in the background technology.
The technical scheme of the utility model is as follows: aluminum-wood combines template engineering wall template heightening structure, including a plurality of templates, aluminum mould board, aluminium mould back of the body stupefied, first wood pattern and second wood pattern, the template length is eight hundred millimeters and wide is four hundred millimeters, and is adjacent the template adopts pin joint to get up, aluminium mould back of the body stupefied is fixed on the template through drawing the screw rod to adjacent aluminium mould back of the body stupefied longitudinal separation distance is eight hundred millimeters, and is adjacent to drawing the horizontal longitudinal separation distance of screw rod to be eight hundred millimeters, will be provided with aluminium mould back of the body stupefied of drawing the screw rod is put in the lower part, and first wood pattern splices on upper portion, will not set up the aluminum mould board setting of drawing the screw rod is in the lower part, and the lower part is put in the concatenation of second wood pattern.
Preferably, a plurality of aluminum mold adjustable inclined struts are arranged between the aluminum mold back edge and the aluminum template, and two ends of each aluminum mold adjustable inclined strut are fixed on the aluminum mold back edge and the aluminum template through fixing bolts respectively.
Preferably, the first wood pattern and the second wood pattern are the same in specification, square wood and wood templates are adopted to be processed into a shaping template which is as wide as an aluminum template, the width is the size needing to be increased, the shaping template adopts a fifteen-millimeter wood template as a panel, a fifty-millimeter high square wood as a frame back edge, the total thickness of the shaping template is sixty-five millimeters, and the shaping template and the aluminum template are the same in thickness.
Preferably, the square timber is provided with a first drilling hole according to the pin hole of the aluminum die, and the first drilling hole is connected with an M bolt through threads.
Preferably, the second drilling has been seted up to the plank sheathing of first plank sheathing, and the second drilling has the split screw through threaded connection, it is stupefied to be provided with diameter forty-eight double steel pipe backs on the plank sheathing of first plank sheathing and the second drilling between the split screw, diameter forty-eight double steel pipe backs are stupefied and fix the plank sheathing at first plank sheathing through the split screw.
Preferably, the shaping template is connected with an aluminum mould floor slab internal corner template through a fixing bolt.
The utility model provides an aluminum-wood combined template engineering wall template heightening structure through improvement, and compared with the prior art, the utility model has the following improvements and advantages:
one is as follows: the utility model further improves that the wooden template structures for heightening are alternately arranged at the upper end and the lower end of the aluminum template wall plate, thereby avoiding the concentration of weak connecting parts, and simultaneously, a split screw and a steel pipe back edge are added at the part for splicing the wooden template at the top, thereby effectively improving the integrity of the template;
the second step is as follows: the utility model is characterized in that square timber and a template are processed into a sizing template with the same width as an aluminum template, the height is the required heightened size, the template can be processed in advance in a field woodworking processing field, the processing does not occupy the template construction time, and the construction period is not influenced; the width of the aluminum template is four hundred millimeters, and the aluminum template can be made by using waste template battens or wood pattern processing excess materials;
and the third step: the improvement of the utility model lies in that the processed wood template is connected with the aluminum template into a stable whole by adopting bolts, the integrity of the aluminum template is ensured to the maximum extent, and the concrete forming quality achieves the plastering-free effect.
Drawings
The utility model is further explained below with reference to the figures and examples:
fig. 1 is a vertical elevation of the aluminum-wood combined wall template heightening structure of the utility model.
FIG. 2 is a cross-sectional view of the raised structure A-A of the aluminum-wood combined wall form of the present invention (the basement portion).
FIG. 3 is a B-B section outline of the aluminum-wood combined wall form heightening structure (wall top portion) of the present invention.
Description of the reference numerals:
1. an aluminum mould floor internal corner template; 2. back ridges of the forty-eight double steel pipes with the diameter; 3. a first wood pattern; 4. back corrugation of the aluminum mould; 5. oppositely pulling the screw rod; 6. an aluminum template; 7. an M14 bolt; 8. a second wood pattern; 9. a template; 10. An adjustable inclined strut of the aluminum mould; 11. square wood; 12. a wooden template.
Detailed Description
The present invention is described in detail below, and technical solutions in the embodiments of the present invention are clearly and completely described, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The utility model provides an aluminum-wood combined template engineering wall template heightening structure through improvement, and the technical scheme of the utility model is as follows:
as shown in fig. 1-3, the aluminum-wood combined formwork engineering wall formwork heightening structure comprises a plurality of formworks 9, aluminum formworks 6, aluminum formwork back ridges 4, a first wood formwork 3 and a second wood formwork 8, wherein the length of each formwork 9 is eight hundred millimeters, the width of each formwork 9 is four hundred millimeters, the adjacent formworks 9 are connected through pins, the aluminum formwork back ridges 4 are fixed on the formworks 9 through opposite-pulling screws 5, the longitudinal distance between the adjacent aluminum formwork back ridges 4 is eight hundred millimeters, the transverse distance between the adjacent opposite-pulling screws 5 is eight hundred millimeters, the aluminum formwork back ridges 4 provided with the opposite-pulling screws 5 are placed at the lower part, the first wood formwork 3 is spliced at the upper part, the aluminum formworks 6 not provided with the opposite-pulling screws 5 are placed at the lower part, and the second wood formwork 8 is spliced at the lower part. The splicing mode can ensure that the splicing joints are staggered, the integrity of the template is improved, the condition that the heightened height is inconsistent with the modulus of the pin holes needs to be explained, and holes need to be formed in the aluminum template 6 again according to the pin spacing.
Furthermore, a plurality of aluminum mold adjustable inclined struts 10 are arranged between the aluminum mold back edge 4 and the aluminum mold plate 6, two ends of each aluminum mold adjustable inclined strut 10 are fixed on the aluminum mold back edge 4 and the aluminum mold plate 6 through fixing bolts respectively, and meanwhile, the positions of the mold plate 9, the counter-pull screw 5 and the aluminum mold back edge 4 above the ground are unchanged, namely the aluminum mold adjustable inclined struts 10 are not required to be adjusted and replaced, so that the aluminum mold adjustable inclined struts 10 are guaranteed to be reliably reinforced.
Further, the first wood pattern 3 and the second wood pattern 8 have the same specification, and are processed into a sizing template with the same width as the aluminum template 6 by adopting square wood 11 and a wood template 12, wherein the width is the size needing to be increased in height. The panel is done to the plank sheathing 12 that the typical forms adopted fifteen millimeters, and it is stupefied that the frame back of the body is done to fifty millimeters high square timber 11, and typical forms gross thickness is sixty five millimeters, and typical forms and aluminium template 6 are the same thick, can not outstanding aluminium template 6 after assembling into whole, influence the stupefied 4 installation of aluminium mould back of the body, and it is inseparable with the contact of typical forms also to guarantee aluminium mould back of the body stupefied 4 simultaneously, guarantees that aluminium mould back of the body is stupefied 4 and consolidates and targets in place.
Furthermore, the square wood 11 is provided with a first drilling hole according to the pin hole of the aluminum mould, the first drilling hole is connected with the M14 bolt 7 through threads, the shaping template and the aluminum template 6 are spliced into a whole, and then the installation is carried out. The shaping wood pattern can be processed in advance in an on-site woodworking processing field after the template drawing is drawn in advance, the processing does not occupy the construction time of the template, the width is four hundred millimeters as that of the aluminum template 6, and the shaping wood pattern can be manufactured by utilizing the waste template flitch or wood pattern processing excess material.
Further, the plank sheathing 12 of first plank sheathing 3 has seted up the second drilling, and the second drilling has through threaded connection to drawing screw rod 5, be provided with stupefied 2 of the eighteen pairs of steel pipe backs of diameter on the plank sheathing 12 of first plank sheathing 3 and the second drilling between the drawing screw rod 5, stupefied 2 of the eighteen pairs of steel pipe backs of diameter is through fixing the plank sheathing 12 at first plank sheathing 3 to drawing screw rod 5, it is firm to guarantee that 9 tops of template are firm, it is stupefied all to have one to consolidate the back of the body top and bottom, the design plank sheathing utilizes bolt upper portion and aluminium mould floor reentrant corner template 1 to be connected.
Further, the shaping template is connected with an aluminum mould floor slab internal corner template 1 through a fixing bolt.
The working principle is as follows: the length of the template 9 is eight hundred millimeters and the width is four hundred millimeters, adjacent templates 9 are connected by pins, the aluminum mould back arris 4 is fixed on the template 9 through the opposite-pulling screw rods 5, the longitudinal distance between the adjacent aluminum mould back arris 4 is eight hundred millimeters, the transverse and longitudinal distances between the adjacent opposite-pulling screw rods 5 are eight hundred millimeters, the aluminum mould back arris 4 provided with the opposite-pulling screw rods 5 are placed at the lower part, the first wood mould 3 is spliced at the upper part, the aluminum template 6 not provided with the opposite-pulling screw rods 5 is placed at the lower part, and the second wood mould 8 is spliced at the lower part. The splicing mode can ensure that the splicing joints are staggered, and the integrity of the template is improved.
The previous description is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the utility model. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (6)
1. Aluminum-wood combines template engineering wall template to increase structure, its characterized in that: including a plurality of templates (9), aluminum mould board (6), aluminium mould back of the body stupefied (4), first wood pattern (3) and second wood pattern (8), template (9) are eight hundred millimeters and wide for four hundred millimeters, and are adjacent template (9) adopt pin joint to get up, aluminium mould back of the body stupefied (4) are fixed on template (9) through drawing screw rod (5), and adjacent aluminium mould back of the body stupefied (4) longitudinal separation is eight hundred millimeters, and is adjacent drawing screw rod (5) horizontal longitudinal separation is eight hundred millimeters, will be provided with aluminium mould back of the body stupefied (4) of drawing screw rod (5) is put in the lower part, and first wood pattern (3) concatenation is on upper portion, will not set up aluminium mould board (6) setting of drawing screw rod (5) are in the lower part, and the lower part is put in the concatenation of second wood pattern (8).
2. The aluminum-wood combined template engineering wall template heightening structure of claim 1, which is characterized in that: a plurality of aluminum mold adjustable inclined struts (10) are arranged between the aluminum mold back edges (4) and the aluminum mold plates (6), and two ends of each aluminum mold adjustable inclined strut (10) are fixed on the aluminum mold back edges (4) and the aluminum mold plates (6) through fixing bolts respectively.
3. The aluminum-wood combined template engineering wall template heightening structure of claim 1, which is characterized in that: the first wood pattern (3) and the second wood pattern (8) are identical in specification, square wood (11) and wood templates (12) are adopted to be processed into the sizing templates which are identical in width to the aluminum templates (6), the sizing templates are required to be increased in width, fifteen-millimeter wood templates (12) are adopted as panels, fifty-millimeter high square wood (11) is used as frame back edges, the total thickness of the sizing templates is sixty-five millimeters, and the sizing templates and the aluminum templates (6) are identical in thickness.
4. The aluminum-wood combined template engineering wall template heightening structure of claim 3, characterized in that: a first drilling hole is formed in the square wood (11) according to the pin hole of the aluminum die, and the first drilling hole is connected with an M14 bolt (7) through threads.
5. The aluminum-wood combined template engineering wall template heightening structure of claim 1, which is characterized in that: the second drilling has been seted up in plank sheathing (12) of first plank sheathing (3), and the second drilling has through threaded connection to drawing screw rod (5), be provided with stupefied (2) of the forty-eight pairs of steel pipes back of the body of diameter between drawing screw rod (5) on plank sheathing (12) of first plank sheathing (3) and the second drilling, stupefied (2) of the forty-eight pairs of steel pipes back of the body of diameter is fixed at plank sheathing (12) of first plank sheathing (3) through drawing screw rod (5) to.
6. The aluminum-wood combined template engineering wall template heightening structure of claim 3, characterized in that: the shaping template is connected with an aluminum mould floor internal corner template (1) through a fixing bolt.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202122675633.0U CN216664969U (en) | 2021-11-03 | 2021-11-03 | Aluminum-wood combined template engineering wall template heightening structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202122675633.0U CN216664969U (en) | 2021-11-03 | 2021-11-03 | Aluminum-wood combined template engineering wall template heightening structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN216664969U true CN216664969U (en) | 2022-06-03 |
Family
ID=81781579
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202122675633.0U Active CN216664969U (en) | 2021-11-03 | 2021-11-03 | Aluminum-wood combined template engineering wall template heightening structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN216664969U (en) |
-
2021
- 2021-11-03 CN CN202122675633.0U patent/CN216664969U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110374321B (en) | Assembled multi-ribbed beam floor system combined template and construction method | |
CN110644664A (en) | Fabricated building construction method and laminated slab construction supporting system | |
CN107700710A (en) | Fill wall construction column template design checking and construction method | |
CN105951991B (en) | A kind of assembling type steel structure frame system | |
CN201649623U (en) | Large basement shearing wall truss type steel tube unilateral formwork supporting structure | |
CN206428968U (en) | A kind of steel bar girder formula is without supporting template system | |
CN111962860B (en) | Design and construction method of shear key assembly type formwork of hollow sandwich plate | |
CN110284725B (en) | Reinforced concrete frame node beam hogging moment assembly steel structure and reinforcing method thereof | |
CN101694127B (en) | Formwork support system for steel frame structure cast-in-place concrete floorslabs | |
CN216664969U (en) | Aluminum-wood combined template engineering wall template heightening structure | |
CN112343330A (en) | Cylinder wall construction method and cylinder wall template structure of large-diameter reinforced concrete cylinder | |
CN109594765B (en) | Formwork supporting method for shear wall formwork system | |
CN208039577U (en) | Half prefabricated prestressed concrete floor slab of figure of eight steel bar girder | |
CN203603461U (en) | Floor aluminum shuttering splicing formwork structure system | |
CN212175531U (en) | Steel pipe keel structure for super-thick concrete top plate | |
CN115075613B (en) | Assembled building supporting system and construction method thereof | |
CN214834809U (en) | Template drilling-free clamp | |
CN201826526U (en) | Device for supporting template of steel frame structure cast-in-situ concrete floor slab | |
CN212201280U (en) | Stagnant water bank platform template device | |
CN112627510A (en) | Structural deformation joint synchronous construction formwork reinforcing device and construction method | |
CN111535581A (en) | Convenient and fast mounting and dismounting type combined prefabricated formwork applicable to building floor lowering position | |
CN220117552U (en) | Assembled sound insulation floor | |
CN103628673A (en) | Floor formwork structure system capable of being spliced with aluminum formwork | |
CN214006520U (en) | A tongue-and-groove setting device for aluminum-wood or steel-wood bonding site | |
CN216380569U (en) | Indoor non-standard layer vertical wall column aluminum-wood template assembling structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |