CN204728688U - A kind of combined template for architecture - Google Patents
A kind of combined template for architecture Download PDFInfo
- Publication number
- CN204728688U CN204728688U CN201520023396.1U CN201520023396U CN204728688U CN 204728688 U CN204728688 U CN 204728688U CN 201520023396 U CN201520023396 U CN 201520023396U CN 204728688 U CN204728688 U CN 204728688U
- Authority
- CN
- China
- Prior art keywords
- panel
- combined template
- steel pipe
- square steel
- architecture according
- 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.)
- Expired - Fee Related
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a kind of combined template for architecture, comprise multiple panel, described panel comprises the square frame be made up of outboard angle and the ribs be made up of interior angle steel, is provided with film coated plate in described frame, described frame is provided with multiple installation earhole.The utility model structure is simple, can connect in conjunction with site operation, side all directions all around, adopt the multiple of unified modulus 50mm, to ensure to adapt to different in width height body of wall difference, there is highly versatile, lightweight, structural member is few, mounting or dismounting are convenient, the feature that the number of turnover is many, can by designing requirement spelling Cheng Liang, post, wall, the large section mould plate of floor, integral hoisting is in place, also in bulk faling apart can be adopted to tear open, manual delivery, reduce the dependence of crane, realize the one-shot forming of shear wall construction, basic without timber, reach the requirement of clean environment firendly, pile up like a mountain to avoid job site wooden model and flitch, be difficult to the confusion of clearing up.
Description
Technical field
The utility model belongs to construction formwork technical field, particularly a kind of combined template for architecture.
Background technology
The form work engineering of concrete structure is the important tool of concrete structure member construction.The template used technology of cast-in-place concrete structure has been rapidly to diversity, architecture future development, at present except part floor slab formerecting, also adopting falls apart props up outside loose tearing open, form combined type, tool, the large Series Industrial template system of permanent type three, adopt wood (bamboo) plywood form to be construction main at present.
Combined formwork mainly contains the little punching block of 55 type, the medium-sized punching block of G70, and early stripping formwork system.Combined formwork is due to yielding, be difficult to ensure foster, or component is complicated and heavy, take crane and measure the reasons such as large hard, Combined formwork has some superiority when building body of wall simultaneously, but when shear wall, beam, post, top board etc. are built simultaneously, but can not formed by integrally casting agile and all-purpose, so not good in the realm of building construction promotion effect.
For such situation, sizing aluminum template can address this problem substantially now, but aluminum typified form also has its defect:
1. unit area cost is very high, although can have enough to meet the need use 500 times, integrated cost reduces, and initial outlay cost allows people hang back.
2. the component kind of aluminum template is too many, has many components substantially idle when changing disparity items into.So also difficult universal, only have several projects of Wanke with because some project structure basic simlarity of Wanke.
Summary of the invention
It is little that the purpose of this utility model is to provide a kind of cost, and the combined template for architecture of highly versatile, to solve the problem.
In order to achieve the above object, the technical solution of the utility model is achieved in that.
A kind of combined template for architecture, comprise multiple panel, it is characterized in that, described panel comprises the square frame be made up of outboard angle and the ribs be made up of interior angle steel, is provided with film coated plate in described frame, described frame is provided with multiple installation earhole.
The two sides of described film coated plate is coated with one deck phenolic coating.
Described film coated plate is plank or plastic plate.
Also comprise internal corner formwork, described internal corner formwork is the cross section square steel pipe consistent with panel border, and described square steel pipe is provided with installation earhole, described square steel pipe is connected with panel border by gib head pin.
Also include external angle formwork, described external angle formwork comprises mutually perpendicular two panels, be provided with the square steel pipe consistent with panel border width between described two panels, described square steel pipe is provided with installation earhole, described square steel pipe is connected with panel border by gib head pin.
The cross section of described square steel pipe is 50 × 50mm.
Described multiple panel is connected by the gib head pin be connected on frame between the adjacent panels of same level or vertical plane.
Pass through Screw arbor with nut at both-ends or connecting band or foundation structure system between two panels of opposing parallel setting in described multiple panel to connect; Be connected with gib head pin by padlock between adjacent two panels that Relative vertical is arranged.
Described panel is connected with tubular type adjusting support frame by Screw arbor with nut at both-ends, described tubular type adjusting support frame comprises two tubular types and regulates support bar, a supporting member and a base, one of them tubular type regulates one end of support bar to install supporting member, the other end is connected on base, another tubular type regulates one end of support bar to be arranged on supporting seat, and the other end is arranged on panel.
Compared with prior art, the advantage that the utility model implements side is: the utility model structure is simple, can connect in conjunction with site operation, side all directions all around, adopt the multiple of unified modulus 50mm, to ensure to adapt to different in width height body of wall difference, there is highly versatile, lightweight, structural member is few, mounting or dismounting are convenient, the feature that the number of turnover is many, can by designing requirement spelling Cheng Liang, post, wall, the large section mould plate of floor, integral hoisting is in place, also in bulk faling apart can be adopted to tear open, manual delivery, reduce the dependence of crane, realize the one-shot forming of shear wall construction, basic without timber, reach the requirement of clean environment firendly, pile up like a mountain to avoid job site wooden model and flitch, be difficult to the confusion of clearing up.
Accompanying drawing explanation
Fig. 1 is the main TV structure schematic diagram of the utility model panel;
Fig. 2 is panel lateral view;
Fig. 3 is inner corner trim front view;
Fig. 4 is Fig. 3 top view;
Fig. 5 is external corner schematic diagram;
Fig. 6 is embodiment one schematic diagram;
Fig. 7 is embodiment one schematic diagram;
Fig. 8 is embodiment two schematic diagram;
Fig. 9 is embodiment three schematic diagram;
Figure 10 is embodiment four schematic diagram;
Figure 11 is embodiment five the top of a wall end plate schematic diagram;
Figure 12 is embodiment six operation platform support schematic diagram;
Figure 13 is embodiment seven and eight schematic diagram;
Figure 14 is embodiment nine connecting band schematic diagram.
In Fig. 1-3,1, frame; 2, film coated plate; 3, ribs; 4, earhole is installed; 6. complementary modulus, 7. padlock, 8. complementary modular angle, 9. infill panel, 10. climb support, 11. tubular type adjusting support frames.
Detailed description of the invention
Carry out clear, complete description below with reference to the technical scheme of accompanying drawing to each embodiment of the utility model, obviously, described embodiment is only that a part of the present utility model implements side, instead of whole embodiments.Based on the embodiment in the utility model, other embodiments all that those of ordinary skill in the art obtain under the prerequisite not making creative work, all belong to the scope that the utility model is protected.
See Fig. 1 and Fig. 2, a kind of combined template for architecture, comprise multiple panel, each panel comprises the square frame 1 be made up of outboard angle and the ribs 3 be made up of interior angle steel, film coated plate 2 is provided with in frame 1, the two sides of film coated plate 2 is coated with one deck phenolic coating, and surface of concrete structure can be made smooth.Frame 1 is provided with multiple installation earhole 4.
Preferably, described film coated plate 2 is plank or plastic plate, like this can weight reduction, reduces costs, protects template simultaneously.
Higher panels outside angle steel is also drilled with large installation circular hole, with the vertical connection standard part of gib head pin and common template, the concrete component of corner, termination wall or other shape can be formed with this.
Embodiment one: the assembling of multiple panel
As shown in Figure 6 and Figure 7, multiple panel is connected by the gib head pin 5 be connected on frame between the adjacent panels of same level or vertical plane, is connected between adjacent two panels that Relative vertical is arranged by padlock with gib head pin.
Embodiment two: the assembling of complementary modulus and panel
As shown in Figure 8, complementary modulus is a kind of U-shaped hardware, and its width is 5cm, and this complementary modulus can be arranged between two panels, and complementary modulus scope is at about 5cm, and complementary modulus is fixed on adjacent panel border by gib head pin.If necessary, can on the complementary modulus that 5cm is wide perforate to install Screw arbor with nut at both-ends.Screw arbor with nut at both-ends makes it avoid being subject to concrete pollution through sleeve pipe, and the end of sleeve pipe, with a sleeve pipe vertebra, is used for support panel surface.After construction terminates, Screw arbor with nut at both-ends can be recovered, and sleeve pipe is then stayed as wearing detail in the concrete wall of building.
Embodiment three: the assembling of complementary modular angle and panel
As shown in Figure 9, complementary modular angle is made up of two asymmetric " L " shape metal sheets and the film coated plate be connected on two asymmetric " L " shape metal sheets, the both sides of asymmetric " L " shape metal sheet are provided with installation earhole, complementary modular angle is connected respectively on the adjacent panel border in both sides by installing the gib head pin arranged in earhole, and Screw arbor with nut at both-ends and steel then by directly passing complementary modular angle both sides panel border enclose purlin and reinforce.
Embodiment four: the assembling of infill panel and panel
When complementary modulus scope is between 30mm ~ 170mm, just need to adopt infill panel.As shown in Figure 10, infill panel is that the metal sheet being 200mm and 80mm by two pieces of width is vertically formed, therefore L-shaped, and the metal sheet that 80mm is wide installs earhole with the screw rod for connecting panel.Gap width between infill panel must not be the multiple of 5cm.Infill panel steel encloses purlin and suspension hook is reinforced, and locks with wing nut.
Embodiment five: the assembling of termination wallboard and panel
As shown in figure 11, termination wallboard is kind of a metal parts, is held in place wall end in opposite directions between the panel of thirty years of age, thus forms a closed body of wall casting space.Distance between termination wallboard and other panels regulates by welded nut.When termination wallboard is installed, first Screw arbor with nut at both-ends (full thread) is inserted in the installation earhole installing termination wallboard, then they are enclosed the hole of purlin through steel, and with wing nut locking, utilize identical connected mode, by bolt and wing nut, steel is enclosed purlin and be fixed on a side panel.
Embodiment six: the assembling of operation platform support and panel
As shown in figure 12, operation platform support is positioned at the longitudinal plate on same vertical plane with two pieces, the spacing of these two longitudinal plates makes two longitudinal plates just in time can aim at the installation earhole of panel border, two longitudinal plates so just can be made to be arranged on the arbitrary height of template, once good and sound, support can keep firm with the weight of self.
Embodiment seven: the assembling of climb support and panel
As shown in figure 13, climbing, cause cannot the body of wall of poured up at a time for building because of excessive height for support.The support that climbs comprises right-angled triangle support and is connected to the hand rail of direct triangular supports acute angle one end, hand rail is provided with handrail, the bottom of hand rail is provided with the installation earhole regulating support for connecting tubular type, and hand rail can be used to lay plank and increase handrail safety.The support that climbs can be used for operation area, shuttering supporting, safety rail railing and tubular type and regulates support anchoring.During use, Screw arbor with nut at both-ends is passed successively the installation earhole in triangular supports and the connecting rod bores stayed of constructing last time, adopt wing nut to fix Screw arbor with nut at both-ends subsequently.
Embodiment eight: the assembling of tubular type adjusting support frame and panel
In order to prevent template from tilting even to collapse, suitable bracing or strutting arrangement is used to carry out support shuttering group with regard to needing.As shown in figure 13, tubular type adjusting support frame comprises two tubular types and regulates support bar, a supporting member and a base, one of them tubular type regulates one end of support bar to install supporting member, the other end is connected on base, another tubular type regulates one end of support bar to be arranged on supporting seat, and the other end is arranged on panel.
Embodiment nine: the erecting of panel being applied to atresia concrete wall
Atresia concrete wall has high strength and the feature such as thickness is even, therefore needs to keep the distance between panel.As shown in figure 14, two base panel upper ends connect the two ends of connecting band respectively by gib head pin, connecting band length direction on spread all over installation earhole, therefore can be used for substituting the Screw arbor with nut at both-ends of building needed for foundation wall or parapet.Or on relative two panel end tops, a link is respectively installed, adopts wing nut to lock through after the open top of link Screw arbor with nut at both-ends, so only according to the length of drawing screw rod, just can build the body of wall of any thickness.
Foundation structure system comprises connector and bottom connecting plate, is used in the distance in opposite directions between maintenance panel when building atresia concrete wall.The same with basic upper end connecting band, it can substitute the Screw arbor with nut at both-ends bottom body of wall.Connector is made up of a tapered member and a hook-like part that can rotate around pin.The effect of hook-like part is to connect bottom connecting plate, hook-like part is inserted in the installation earhole of bottom connecting plate, beat the tapered member of connector subsequently with nail hammer to lock junction plate, connector also installs earhole, for connector being fixed on panel by bolt with one.
Embodiment ten: panel group and the installation of transporting parts
Transporting parts is irregular " L " shape metalwork, and the two bottom sides of transporting parts is respectively provided with a set bolt, and the top of transporting parts is provided with a draw ring and chain, and the end of chain is provided with bolt.During installation, all placing one at each angle of panel group stacked and transport parts, inserting being fixed on the set bolt transporting feature bottom in the installation earhole of last block panel.Equally two bolts transported on component top chain are inserted in the installation earhole of top panel both sides, finally bolt is passed in the installation earhole transporting parts.
In the utility model, when building case beam or basic components, wing nut usually can clash with ground or supporting zone.In this case, just need to adopt Special-shaped Plates and hex nut to carry out alternative wing nut.Sketch plate is one and is with porose square plate.
As shown in Fig. 3,4,5, the internal corner formwork adopted in the utility model is the cross section square steel pipe consistent with panel border, and square steel pipe is provided with installation earhole, square steel pipe is connected with panel border by gib head pin; The external angle formwork that the utility model adopts comprises mutually perpendicular two panels, and be provided with the square steel pipe consistent with panel border width between two panels, square steel pipe be provided with installation earhole, square steel pipe is connected with panel border by gib head pin.The utility model 50 × 50mm inner corner trim is just in time consistent with panel border width, can meet the modulus of 50mm like this in face, X, Y, Z tri-spaces well.
The utility model in use, can connect in conjunction with site operation, all around side all directions, adopts the multiple of unified modulus 50mm, the lateral width of template, negative and positive angular breadth, to ensure to adapt to different in width height body of wall difference.Template connects takes earhole to connect, and facilitates the connection at negative and positive angle, easy to use.
The above, it is only preferred embodiment of the present utility model, not any pro forma restriction is done to the utility model, any those skilled in the art, do not departing within the scope of technical solutions of the utility model, make a little change when the technology contents of above-mentioned announcement can be utilized or be modified to the Equivalent embodiments of equivalent variations, in every case be the content not departing from technical solutions of the utility model, according to any simple modification that technical spirit of the present utility model is done above embodiment, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.
Claims (9)
1. a combined template for architecture, comprises multiple panel, it is characterized in that, described panel comprises the square frame be made up of outboard angle and the ribs be made up of interior angle steel, is provided with film coated plate in described frame, described frame is provided with multiple installation earhole.
2. a kind of combined template for architecture according to claim 1, is characterized in that, the two sides of described film coated plate is coated with one deck phenolic coating.
3. a kind of combined template for architecture according to claim 1 and 2, is characterized in that, described film coated plate is plank or plastic plate.
4. a kind of combined template for architecture according to claim 1, it is characterized in that, also comprise internal corner formwork, described internal corner formwork is the cross section square steel pipe consistent with panel border, described square steel pipe is provided with installation earhole, described square steel pipe is connected with panel border by gib head pin.
5. a kind of combined template for architecture according to claim 1, it is characterized in that, also include external angle formwork, described external angle formwork comprises mutually perpendicular two panels, the square steel pipe consistent with panel border width is provided with between described two panels, described square steel pipe is provided with installation earhole, described square steel pipe is connected with panel border by gib head pin.
6. a kind of combined template for architecture according to claim 4 or 5, is characterized in that, the cross section of described square steel pipe is 50 × 50mm.
7. a kind of combined template for architecture according to claim 1, is characterized in that, described multiple panel is connected by the gib head pin be connected on frame between the adjacent panels of same level or vertical plane.
8. a kind of combined template for architecture according to claim 1, is characterized in that, passes through Screw arbor with nut at both-ends or connecting band or foundation structure system and connect between two panels of opposing parallel setting in described multiple panel; Be connected with gib head pin by padlock between adjacent two panels that Relative vertical is arranged.
9. a kind of combined template for architecture according to claim 1, it is characterized in that, described panel is connected with tubular type adjusting support frame by Screw arbor with nut at both-ends, described tubular type adjusting support frame comprises two tubular types and regulates support bar, a supporting member and a base, one of them tubular type regulates one end of support bar to install supporting member, the other end is connected on base, and another tubular type regulates one end of support bar to be arranged on supporting seat, and the other end is arranged on panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520023396.1U CN204728688U (en) | 2015-01-13 | 2015-01-13 | A kind of combined template for architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520023396.1U CN204728688U (en) | 2015-01-13 | 2015-01-13 | A kind of combined template for architecture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204728688U true CN204728688U (en) | 2015-10-28 |
Family
ID=54387049
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520023396.1U Expired - Fee Related CN204728688U (en) | 2015-01-13 | 2015-01-13 | A kind of combined template for architecture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204728688U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400735A (en) * | 2016-09-14 | 2017-02-15 | 中交第航务工程局有限公司 | Framework-method mounting technology for two-drum-and-one-plate type fender breast wall embedded parts |
| CN114016731A (en) * | 2021-11-24 | 2022-02-08 | 晟通科技集团有限公司 | Basement ceiling template structure and basement template system |
-
2015
- 2015-01-13 CN CN201520023396.1U patent/CN204728688U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400735A (en) * | 2016-09-14 | 2017-02-15 | 中交第航务工程局有限公司 | Framework-method mounting technology for two-drum-and-one-plate type fender breast wall embedded parts |
| CN114016731A (en) * | 2021-11-24 | 2022-02-08 | 晟通科技集团有限公司 | Basement ceiling template structure and basement template system |
| CN114016731B (en) * | 2021-11-24 | 2023-09-15 | 晟通科技集团有限公司 | basement formwork system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20210180341A1 (en) | Scaffolding | |
| US9016025B2 (en) | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure | |
| CN107100358B (en) | Cantilever bracket and bracket body special for unloading-free industrialized safety protection and construction method of cantilever bracket and bracket body | |
| CN202227476U (en) | High-altitude large-span overhung corridor-type reinforced concrete structure | |
| CN101397844B (en) | Construction method of special section steel concrete composite structure inclined wall mould base engineering | |
| CN102704684B (en) | Construction method for high-strength shaping combined template of plank frame of shear wall | |
| CN101787796A (en) | Suspended formwork bracing system for steel structure concrete floor slab construction | |
| CN102704678A (en) | Shaping template for shear wall in deformation joint position of high-rise building | |
| CN204728688U (en) | A kind of combined template for architecture | |
| CN108086674A (en) | A kind of roof boarding hangs the construction method of mould and roof boarding | |
| CN110735530A (en) | external wall steel formwork and internal wall aluminum formwork combination system and operation method thereof | |
| CN204080843U (en) | Movable plank house foundation structure | |
| CN202012192U (en) | Steel structure bracket | |
| CN211923466U (en) | Elevator shaft regularization operation platform | |
| CN104929360A (en) | Template system and cast-in-situ concrete floor | |
| CN102031869B (en) | Horizontal template steel structure bracket | |
| CN201943345U (en) | Tool-type steel bracket for horizontal formwork | |
| CN207314826U (en) | Tool type unilateral formwork system | |
| US8615967B1 (en) | Construction element for erecting structure, and method of erecting structure with use thereof | |
| CN210067418U (en) | Portable aluminum frame template | |
| CN213572930U (en) | Self-locking hinged elevator shaft construction platform device | |
| US20110232218A1 (en) | Form work, system, and method | |
| CN211369529U (en) | A template for expansion joint department | |
| CN211447712U (en) | I-shaped steel beam overhanging scaffold for open caisson | |
| CN212802449U (en) | Non-pre-buried cantilever steel beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151028 Termination date: 20210113 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |