CN205189407U - Roofing wing angle formwork support modelled after an antique - Google Patents
Roofing wing angle formwork support modelled after an antique Download PDFInfo
- Publication number
- CN205189407U CN205189407U CN201520829418.3U CN201520829418U CN205189407U CN 205189407 U CN205189407 U CN 205189407U CN 201520829418 U CN201520829418 U CN 201520829418U CN 205189407 U CN205189407 U CN 205189407U
- Authority
- CN
- China
- Prior art keywords
- cantilevered corner
- corner beam
- roofing
- modelled
- support
- 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
Abstract
The utility model provides a roofing wing angle formwork support modelled after an antique, including chassis, cantilevered corner beam frame and back timber, the chassis has first even roof beam and is located a plurality of floorbars of first lian liang both sides, the cantilevered corner beam frame is installed first even roof beam upside has interconnect's crossbeam and longeron, the back timber is located cantilevered corner beam frame both sides, both ends respectively with the crossbeam with floorbar fixed connection. Through setting up cantilevered corner beam frame and crooked back timber specially, utilize cantilevered corner beam frame support angle beam mold board and cantilevered corner beam framework of steel reinforcement, utilize the back timber to support the wing arm of angle is connected with the cantilevered corner beam along the template, can comparatively accurately control in the cantilevered corner beam " dashing ", " sticking up " size and the corresponding play eaves board and the upturned eaves board of connection of old cantilevered corner beam or young cantilevered corner beam, the quick construction that has conveniently realized the specific shape of wing angular zone, improvement machine -shaping quality and construction speed.
Description
Technical field
The utility model relates to technical field of buildings, particularly the one roofing wing modelled after an antique angle support for shuttering.
Background technology
Along with the attention to traditional culture, adopt modern construction methods and technique, the building in the style of the ancients of traditional national cultural traits increases gradually.But modern concrete building in the style of the ancients roofing wing angle construction technology still leans on traditional scaffold mold method, this mold method runs mould, the mould that rises is serious, " punching ", " sticking up " size between old cantilevered corner beam and young cantilevered corner beam is difficult to control, be unfavorable for constructing, and construction speed is slow, labour consumes greatly; And the safety of pitched roof wing angle constructor can not be effectively protected, and easily causes the problems such as constructor's landing.
Utility model content
Adopt the construction of scaffold mold method for solving, can not control the shape of wing angle cantilevered corner beam preferably, construction speed is slow and labour consumes large problem, the utility model provides a kind of roofing wing angle modelled after an antique support for shuttering.
The utility model provides a kind of roofing wing angle modelled after an antique support for shuttering, comprises underframe, cantilevered corner beam frame and back timber; Described underframe has the first coupling beam and is positioned at multiple bottom girders of described first coupling beam both sides; Described cantilevered corner beam frame is arranged on the upside of described first coupling beam, has interconnective crossbeam and longeron; Described back timber is positioned at described cantilevered corner beam frame both sides, two ends are fixedly connected with described bottom girder with described crossbeam respectively.
By arranging cantilevered corner beam frame and bending back timber specially, utilize cantilevered corner beam frame strut angle beam forms with cantilevered corner beam cage of reinforcement, utilize back timber to support the wing corner edge template be connected with cantilevered corner beam, can more adequately " punching " of old cantilevered corner beam or young cantilevered corner beam, " sticking up " size and connect and corresponding go out eaves board and cornice plate in pilot angle beam, achieve the building operations of wing angular zone given shape quickly and easily, improve machine-shaping quality and speed of application.
Optionally, described first coupling beam has the first column; Described cantilevered corner beam frame is arranged on described first column.
Optionally, on the downside of described underframe, there is adjustable pedestal.
Optionally, there is multiple described adjustable pedestal; Multiple described adjustable pedestal is arranged on the downside of described first coupling beam and described bottom girder.
Adjustable pedestal is set, according to position and the levelness of practice of construction situation compliance correction support for shuttering, realizes micro-positioning regulators, round-off error, improve the quality of fit going out eaves board and cornice plate with both sides.
Optionally, described cantilevered corner beam frame is installed the adjustable supports being used for fixing cantilevered corner beam side direction template.
Cantilevered corner beam frame arranges adjustable supports, according to the cantilevered corner beam support for shuttering that the situations such as the thickness of cantilevered corner beam Steel bar rack real size and cantilevered corner beam template regulate adjustable supports clamping vertically to arrange, improves the firmness of support for shuttering, also can adapt to the cantilevered corner beam formwork requirement of different size.
Optionally, described cantilevered corner beam frame both sides have multiple described back timber; Be positioned at the multiple baffle plates inboard described back timber having and arranges along described back timber bearing of trend.
Optionally, the mid portion of described back timber is fixed on described underframe by the second column.
Optionally, between described adjacent to one another back timber, also there is the second diagonal brace.
Optionally, between described first coupling beam and described cantilevered corner beam frame, also there is the first diagonal brace.
Optionally, described first coupling beam both sides also have the second coupling beam for connecting both sides bottom girder.
Accompanying drawing explanation
Fig. 1 is the underframe schematic diagram in the support of the utility model roofing wing modelled after an antique angle;
Fig. 2 is the schematic diagram that cantilevered corner beam frame is installed on underframe;
Fig. 3 is the utility model roofing wing modelled after an antique angle support schematic diagram;
Fig. 4 is for observe roofing wing angle modelled after an antique support schematic diagram the utility model embodiment from bottom side;
Fig. 5 is that the utility model roofing modelled after an antique support is for installing roofing wing angle modelled after an antique schematic diagram.
Detailed description of the invention
For making those skilled in the art better understand the technical solution of the utility model, below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
The present invention by arranging roofing wing angle modelled after an antique support for shuttering specially, replaces traditional scaffold mold method, and realizes the rapid construction at pseudo-classic roofing wing angle in conjunction with the set for this platform mode of installing roofing wing angle modelled after an antique support for shuttering of traditional scaffold.
Roofing wing angle modelled after an antique support for shuttering comprises underframe 1, cantilevered corner beam frame 2 and back timber 3.Underframe 1 is for strut angle roof beam structure 2 and back timber 3, and cantilevered corner beam frame 2 is for orientation angle beam forms, and back timber 3 goes out eaves board template and cornice template die plate for fixed-wing angle.
Wherein underframe 1 has the first coupling beam 11 and is installed on multiple bottom girders 12 of the first coupling beam 11 both sides, and cantilevered corner beam frame 2 is arranged on the upside of the first coupling beam 11 frame, has the space of multiple crossbeam and longeron formation accommodation flange angle tendon concrete structure.Angle between first coupling beam 11 and multiple bottom girder 12 can set, to bear preferably and transmitted load according to the exact shape at roofing wing angle modelled after an antique.
Back timber 3 is positioned at the upside of cantilevered corner beam frame 2 both sides and underframe 1, two ends are fixedly connected with bottom girder and with the crossbeam 22 on cantilevered corner beam frame 2 respectively, user's braced wing corner edge template.
In order to realize the fixing of the first coupling beam 11 on cantilevered corner beam frame 2 and underframe 1, the dynamic changes process can arrange the first column 13 in the first coupling beam 11, being born cantilevered corner beam frame 2 by the first column 13 is on underframe 1.Fig. 1 display is provided with 3 the first columns 13, also can arrange the first column 13 of other quantity.Certainly, arrange the first column 13 to be in order to better strut angle roof beam structure 2, to reduce cantilevered corner beam frame size.Certainly, the first column 13 also can be cancelled, on the first coupling beam 11 directly cantilevered corner beam frame 2 being fixed on underframe 1 or bottom girder 12.
Fig. 2 is the schematic diagram that cantilevered corner beam frame 2 is installed on underframe 1, can find out that the crossbeam 22 of cantilevered corner beam frame 2 and longeron 23 define the cavity holding cantilevered corner beam.In Fig. 2, cantilevered corner beam frame 2 has a bending, it is that the roofing wing angle modelled after an antique of constructing as required has the structure of old cantilevered corner beam and young cantilevered corner beam and arranges, and underside area forms the concrete structure of imitative young cantilevered corner beam for the formation of the concrete structure of imitative old cantilevered corner beam, upside overhang region.Certainly, the roofing wing corner structure modelled after an antique processed according to actual needs, the also concrete shape of the change cantilevered corner beam frame 2 of adaptability.As can be seen from Figure 2, for better strut angle roof beam structure 2, transmit cantilevered corner beam frame 2 gravitational load, between cantilevered corner beam frame 2 and the first coupling beam 11, be also provided with the first diagonal brace 6.Certainly, from the angle analysis transmitting strength, the first diagonal brace 6, just in order to better strut angle roof beam structure 2, as other structures ensure good stability, also can not arrange the first diagonal brace 6.
Fig. 3 is the utility model roofing wing modelled after an antique angle support schematic diagram, can find out that the upper end of back timber 3 is fixedly connected with cantilevered corner beam frame 2, lower end is fixedly connected with the bottom girder 12 of underframe 1, smooth curved transition between two ends, for supporting the wing corner edge template of subsequent installation, make cornice plate and go out eaves board, to cantilevered corner beam region, there is smooth transition face.
As can be seen from Figure 3, it is substantially parallel that cantilevered corner beam frame 2 both sides all have 3 back timbers, 3,3 back timber 3 bearing of trends, and just its degree of crook and real size change to some extent.This degree of crook and real size change are just for the formation of cornice plate and go out the distinctive appearance of eaves board at wing angular zone.Also can find out from figure, be positioned at the multiple baffle plates 31 two inboard back timbers 3 also having and arranges along back timber 3 bearing of trend.Baffle plate 31 corresponding on two back timbers 3 can be used for fixing flitch, better fixed-wing corner edge template and the location being convenient to later stage wing angle rafter.Certainly, the positioning element that also can arrange other on back timber 3 realizes out the fixing of eaves board template, such as arranges corresponding protruding form.
Separately as can be seen from Figure 3, the second diagonal brace 5 is also being provided with between back timber 3 adjacent to one another.Certainly can understand, this second diagonal brace 5 is for ensureing the fixing of relative position between each back timber 3, playing the object of more convenient installation flitch, also can not arrange.
In practice of construction, the load that back timber 3 bears may be very large, only relies on back timber 3 both sides to be connected with cantilevered corner beam frame 2 might not to ensure support strength with underframe 1, also can arrange the second column 4 for this reason between back timber 3 and the bottom girder 12 of underframe 1.Multiple second column 4 comparatively uniform by dynamic changes process on underframe 1.
Fig. 4 is for observe roofing wing angle modelled after an antique support schematic diagram the utility model embodiment from bottom side, find out that from this side underframe 1 has multiple adjustable pedestal 14, for follow-up be placed on wing angle support for shuttering mounting platform after height regulate, make wing corner edge template and go out eaves board template, cornice plate formwork elevation measuring is identical.Specifically see, be provided with 9 adjustable pedestals 14 in Fig. 4, wherein in the first coupling beam 11 3, bottom girder 12 end of both sides all has one.Can expect, according to the size of actual loading situation and actual support for shuttering, also can the quantity of the adjustable pedestal 14 of corresponding change and position.Adjustable pedestal can adopt to be threaded and be installed on the downside of underframe, and bearing pin fixed form can be adopted in addition to connect.
Because needing the cantilevered corner beam template of angle of pinching beam sides in practical application, and the size of cantilevered corner beam frame 2 can not regulate after setting easily, can be provided with adjustable supports 21 on the longeron of cantilevered corner beam frame 2 for this reason, and adjustable adjustable supports 21 realizes the adjustment of cantilevered corner beam template.Similar to the fixed form of adjustable pedestal, adjustable supports 21 and cantilevered corner beam frame 2 adopt and are threaded, and certainly also can adopt pinned connection.
In addition, for improving the bonding strength on underframe 1 between each bottom girder 12, preventing the problems such as underframe 1 in hoisting process falls apart, the second coupling beam 15 also can be set in the end of underframe 1.
Each connector above-described can adopt the mode of welding directly to fix, mode that also can be with bolts.Consider from structural strength, be preferably welding manner; Consider with bolts from the angle of detachable also recycling.According to actual bearing load, different labels size and material material can be selected accordingly to make each connector.In a detailed description of the invention, the first coupling beam 11 of larger load, bottom girder 12 is born and the first column 13 have employed 100*100mm, thickness is 3mm aluminium alloys makes in underframe 1, second coupling beam 15 adopts 50*50mm aluminum corner brace to make, cantilevered corner beam frame 2 is also the aluminum corner brace that have employed 50*50mm, and the aluminum corner brace of back timber 3 50*50mm according to the different choice of physical location or diameter are the aluminium-alloy pipe of 40mm.
Just roofing wing angle modelled after an antique of the present utility model support how is used to do a simple introduction below.Scaffold erecting after building main body construction completes and on the upside of scaffold, build wing angle support for shuttering mounting platform, regulate each adjustable pedestal 14 to make wing angle support for shuttering stablize firm and accurate positioning to mounting platform the lifting of wing angle support for shuttering, wing Angle formwork, flitch, wing corner edge template and corresponding cage of reinforcement be installed subsequently.Regulate adjustable supports 21 to clamp flange angle muscles and bones frame and wing Angle formwork, concreting forms reinforced concrete structure wing angle and goes out eaves board and cornice plate; Remove corresponding template and wing angle support after reaching design strength more than 50% according to actual conditions until concrete curing, intensity intensity up to standard, may also need to build temporary support braced wing angle.
Adopt this form of construction work, in a Specific construction, the engineering time at each wing angle only needs 0.5 day, and conventional method needs 3 days.The construction of each wing angle only needs 1 manually, has saved most manual labor.
Above the roofing wing angle modelled after an antique support in the utility model embodiment is described in detail.Apply specific case herein to set forth principle of the present utility model and embodiment; the explanation of above embodiment just understands core concept of the present utility model for helping; when not departing from the utility model principle; also can carry out some improvement and modification to the utility model, these improve and modify and also fall in protection domain of the present utility model.
Claims (10)
1. a roofing wing angle modelled after an antique support for shuttering, is characterized in that: comprise underframe (1), cantilevered corner beam frame (2) and back timber (3); Described underframe (1) has the first coupling beam (11) and is positioned at multiple bottom girders (12) of described first coupling beam (11) both sides; Described cantilevered corner beam frame (2) is arranged on described first coupling beam (11) upside, has interconnective crossbeam (22) and longeron (23); Described back timber (3) is positioned at described cantilevered corner beam frame (2) both sides, two ends are fixedly connected with described bottom girder (12) with described crossbeam (22) respectively.
2. roofing wing angle modelled after an antique according to claim 1 support for shuttering, is characterized in that: described first coupling beam (11) has the first column (13); Described cantilevered corner beam frame (2) is arranged on described first column (13).
3. roofing wing angle modelled after an antique according to claim 2 support for shuttering, is characterized in that: described underframe (1) downside has adjustable pedestal (14).
4. roofing wing angle modelled after an antique according to claim 3 support for shuttering, is characterized in that: have multiple described adjustable pedestal (14); Multiple described adjustable pedestal (14) is arranged on described first coupling beam (11) and described bottom girder (12) downside.
5. the roofing wing angle modelled after an antique support for shuttering according to any one of claim 1-4, is characterized in that: described longeron (23) is upper installs the adjustable supports (21) being used for fixing cantilevered corner beam side direction template.
6. roofing wing angle modelled after an antique according to claim 5 support for shuttering, is characterized in that: described cantilevered corner beam frame (2) both sides have multiple described back timber (3); Be positioned at the multiple baffle plates (31) inboard described back timber (3) having and arranges along described back timber (3) bearing of trend.
7. roofing wing angle modelled after an antique according to claim 6 support for shuttering, is characterized in that: the mid portion of described back timber (3) is fixed on described underframe (1) by the second column (4).
8. roofing wing angle modelled after an antique according to claim 7 support for shuttering, is characterized in that: also have the first diagonal brace (6) between described first coupling beam (11) and described cantilevered corner beam frame (2).
9. roofing wing angle modelled after an antique according to claim 8 support for shuttering, is characterized in that: also have the second diagonal brace (5) between described adjacent to one another back timber (3).
10. roofing wing angle modelled after an antique according to claim 9 support for shuttering, is characterized in that: described first coupling beam (11) both sides also have the second coupling beam (15) for connecting both sides bottom girder (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520829418.3U CN205189407U (en) | 2015-10-23 | 2015-10-23 | Roofing wing angle formwork support modelled after an antique |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520829418.3U CN205189407U (en) | 2015-10-23 | 2015-10-23 | Roofing wing angle formwork support modelled after an antique |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205189407U true CN205189407U (en) | 2016-04-27 |
Family
ID=55782408
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520829418.3U Expired - Fee Related CN205189407U (en) | 2015-10-23 | 2015-10-23 | Roofing wing angle formwork support modelled after an antique |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205189407U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130636A (en) * | 2019-05-28 | 2019-08-16 | 中国建筑第二工程局有限公司 | A kind of adjustable three-dimensional template |
-
2015
- 2015-10-23 CN CN201520829418.3U patent/CN205189407U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130636A (en) * | 2019-05-28 | 2019-08-16 | 中国建筑第二工程局有限公司 | A kind of adjustable three-dimensional template |
| CN110130636B (en) * | 2019-05-28 | 2021-06-15 | 中国建筑第二工程局有限公司 | Adjustable three-dimensional template |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103352563B (en) | The board-like bar frame gang form of self-supporting and construction method thereof | |
| CN106884541B (en) | Positioning assembly, positioning device and positioning method for reserved dowel bars in shear wall | |
| CN206306252U (en) | A kind of prefabricated small box girder reinforcing bar colligation moulding bed | |
| CN110273543B (en) | Convenient floor-lowering formwork-hanging construction method for mounting and dismounting tool | |
| CN105649213A (en) | Construction method for large steel structural embedded part in dense reinforcement distribution region | |
| CN105544969A (en) | Formwork bar laying construction method, combined type splitting formwork and formwork quick connector | |
| CN104818844A (en) | Normalized support system and construction method of weather-proof PVC (polyvinyl chloride) composite plastic template | |
| CN205189407U (en) | Roofing wing angle formwork support modelled after an antique | |
| CN202220434U (en) | Aluminum-alloy building formwork component | |
| CN115306152B (en) | Large-inclination-angle inclined wall folding and separating jacking type steel platform construction device and method | |
| CN106939697B (en) | Combined template for constructing core barrel and construction method thereof | |
| CN109457814A (en) | Towering and major diameter building top cover construction method based on Bailey bracket structure | |
| CN203403669U (en) | Horizontally-structural formwork system | |
| CN105804396A (en) | Precast stair flight manufactured by non-established and circularly-used template system and construction method | |
| CN205976472U (en) | Pour mould of building post -cast strip | |
| CN205476468U (en) | Non - design, can all rotary die plate bodys be prefabricated staircase bench template | |
| CN204645608U (en) | Weather-proof PVC composite plastic template normalization support system | |
| CN208950305U (en) | A kind of assembly concrete beam forms structure and its support system | |
| CN208950314U (en) | A kind of falsework device for quickly disassembling | |
| CN207892083U (en) | Fabricated shear wall board bottom has height difference junction support system | |
| CN205875711U (en) | Steel wood stencil assembly | |
| CN202055523U (en) | Supporting formwork component and supporting formwork for construction of building frame structural beams | |
| CN214144674U (en) | Horizontal wooden template and vertical aluminum mould board connection structure | |
| CN102392534A (en) | Aluminum alloy building template assembly | |
| CN201826535U (en) | Connecting fastener |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160427 Termination date: 20191023 |