CN206337812U - Based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam - Google Patents
Based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam Download PDFInfo
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- CN206337812U CN206337812U CN201620648919.6U CN201620648919U CN206337812U CN 206337812 U CN206337812 U CN 206337812U CN 201620648919 U CN201620648919 U CN 201620648919U CN 206337812 U CN206337812 U CN 206337812U
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Abstract
The utility model is related to one kind based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam, provided with transverse stiffener and longitudinal direction groove profile ribbed stiffener on beam outboard template and beam inner side template；The beam inner side template, which is provided with top rib aluminium sheet, top rib aluminium sheet, installs floor template, and the transverse stiffener of bottom, which is provided with cotter way, correspondence cotter way, is provided with pin joint structure, and beam bottom mother plate is connected with beam outboard template, beam inner side template using pin joint；Beam outboard template and beam inner side template end set T-shaped fastener, and beam bottom mother plate is provided with quick supporting mouth, and quick supporting mouth, which has, shelves plate, and beam bottom mother plate bottom is additionally provided with two deferent ribs.The structure that the utility model is related to can effectively control Curved beam Template Location and construction quality, it is ensured that the economy of construction, security, make stencil design simple and efficient, processing, easy for installation, with preferable economic technology benefit.
Description
Technical field
The utility model is related to a kind of aluminum alloy pattern plate arc Cast-in-situ Beam, more particularly to cast-in-place based on sizing Quick Release aluminum alloy pattern plate arc
Beams of concrete.
Background technology
In recent years with the progress of society, the raising of living standards of the people, house is no longer to only require simple live
Residence, has been variation, the diversification for starting requirement building, and the unique building of moulding be can be found everywhere, and beauty of architecture is often come with curve
Embody, therefore Curved beam can be frequently encountered in structure construction, such arc beam forms such as designs improper, can cause construction cost
Greatly, the working procedure time is long, and construction quality it is difficult to ensure that.
Reinforced concrete cast-in-situ structure construction always pay attention in form work engineering frame structure engineering Curved beam in practice without
By being that reinforced bar engineering or template, the construction of concrete works have very big difficulty.Due in planar arc beam outer edge
Each point is respectively positioned on the plane coordinates position being continually changing, especially oval beam, hyperbola beam, either the construction line-putting, template
Install and reinforce positioning and all there is great difficulty.The Curvature varying of Curved beam is more, the processing to stencil design mark, arc formwork
Very big difficulty is brought, and the material of arc formwork consumption is more, and construction cost is big.While normal floor structure construction flowing water section
Clap fast, such as arc side bar can not catch up with structure construction flow beat using template construction is now spelled, will influence overall structure construct into
Degree.The bamboo slab rubber surface that generally uses is smooth at present, easy mold release, flexible but be unfavorable for being accurately positioned for arc side template.
In consideration of it, being difficult to control to for arc cast-in-place concrete beam template physical dimension, installing the construction Difficulties such as complexity, mesh
Before need that a kind of speed of application of invention is fast badly, construction quality is good, and the arc Cast-in-situ Beam of rapid construction can be achieved.
The content of the invention
The purpose of this utility model is to provide a kind of based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam and construction
Method.
To achieve the above object, the utility model employs following technical scheme：
Based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam, mainly include beam outboard template（2）, beam inner side template
（3）And beam bottom mother plate（6）, it is characterised in that in beam outboard template（2）With beam inner side template（3）It is provided with transverse stiffener
（17）With longitudinal groove profile ribbed stiffener（8）；The beam inner side template（3）It is provided with top rib aluminium sheet（16）, top rib aluminium sheet（16）
It is provided with self-tapping screw hole（15）, top rib aluminium sheet（16）Upper installation floor template（4）, the transverse stiffener of bottom（17）On set
There is cotter way（12）, correspondence cotter way（12）Place is provided with pin joint structure（11）, beam bottom mother plate（6）With beam outboard template（2）, on the inside of beam
Template（3）Connected using pin joint；Beam outboard template（2）With beam inner side template（3）Middle part is uniformly provided with bolt hole（5）, end is set
Put T-shaped fastener（10）, beam bottom mother plate（6）Width is slightly larger than the developed width of beam, beam bottom mother plate（6）Provided with quick supporting mouth
（13）, quick supporting mouth（13）Have and shelve plate（28）, beam bottom mother plate（6）Bottom is additionally provided with two deferent ribs（20）.
Further, beam inner side template（3）With beam outboard template（2）Between every 50 ~ 100cm set wear beam bolt together
（7）, and check bolt is set on the inside of beam（23）.
Top rib aluminium sheet（16）With floor template（4）Pass through self-tapping screw（14）Connection.
T-shaped fastener is used between adjacent side template（10）Fitted bolt（29）Connection, can by the degree of tightening of bolt
Fine-tuning template curvature.
Pipe rib（20）For square tube type aluminium rib, cross section is flat rectangle, and factory makes according to the setting-out of beam curvature, its length is 3 ~
4 pieces of bed die length, piece is installed with bed die and stitched（19）Dislocation.
In beam outboard template（2）The transverse stiffener that middle part is set with upper end（17）Bottom is provided with groove profile aluminium cross rib（9）；
Beam inner side template（3）The transverse stiffener that middle part is set（17）Bottom is provided with groove profile aluminium cross rib（9）；Groove profile aluminium cross rib（9）Length
Long for 3 ~ 4 pieces of templates, piece installs seam dislocation with side form（18）, with transverse stiffener（17）Bolt during connection（33）Through whole
Transverse stiffener（17）Tighten connection.
T-shaped fastener（10）Groove profile aluminium cross rib is being installed（9）Disconnected at position, or groove profile aluminium cross rib（9）Slot through T
Type fastener（10）.
It is close to beam bottom mother plate（6）Under pipe rib（20）Beam is set to reinforce bottom fastening bolt every 50 ~ 100cm（21）.It is above-mentioned to be based on
The construction method of sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam, comprises the following steps：
1) stencil design：The arc beam bottom mother plate of arc cast-in-situ concrete beam（6）Block design, arc side template is erected
Block design after to projection, some deciles and label are carried out by the camber line of every piece of template, are measured using software in each equal segments
The distance of camber line and the string of a musical instrument, and control data is subjected to flat method mark, side form installs seam during design（18）Install and stitch with bed die
（19）Need dislocation；
2) template and structure manufacture：Panel uses aluminum alloy pattern plate, is made according to design drawing, and every piece of template is numbered,
Groove profile aluminium cross rib（9）, pipe rib（20）According to respective beam radius of curvature factory setting-out segmental machining；
3) arc beam bottom mother plate is installed：By arc beam bottom mother plate（6）It is placed in fixed bowl button support（26）On, placement is shelved
Plate（28）, the quick supporting mouth of bed die（13）It is placed in convex-down jacking（32）On.
4) arc side template is installed：Groove profile aluminium cross rib is lifted first（9）, numbered and installed according to side template, bottom is horizontal
Ribbed stiffener（17）On cotter way（12）Embedded pin joint structure（11）, installed fix temporarily after and wear beam bolt（7）With PVC sleeve pipes in beam
（25）, sponge washer（30）, plastic conical plug（31）, side template inner side sets check bolt（23）；Adjacent beam forms T-shaped
Fastener（10）Interim connection, adjusts and bolt is used after template position（29）Tighten；With back rest inner side template（3）Through wearing beam spiral shell
Bolt（7）, and fastener and nut are worn at screw rod two ends, use bolt（33）By transverse stiffener（17）With groove profile aluminium cross rib（9）Connection,
Beam outboard template（2）, beam inner side template（3）With beam bottom mother plate（6）Pin joint；Lift pipe rib（20）, erected while arranging outside double steel pipe
It is stupefied（22）, treat that template position arranges that beam reinforces bottom fastening bolt after the completion of tuning up（21）；
5) arc formwork splices with floor template：Floor template（4）It is placed in Curved beam inner side template（3）The top rib on top
Aluminium sheet（16）On, use self-tapping screw（14）Through self-tapping screw hole（15）Tighten fixation；
Form removable and maintenance：Beam bolt is worn between first form removal（7）And groove profile aluminium cross rib（9）, then remove T-shaped
Fastener（10）；Remove pipe rib（20）, the quick supporting mouth of bed die（13）Place does not loosen when being supported on form removal, clear in time after form removal
Manage template and wear beam bolt（7）.
Bisector should be closeer when being designed in step 1, and camber line should have higher registration with the string of a musical instrument.
The characteristics of the utility model has following and beneficial effect：
(1) the cast-in-place beam forms of arc is made using aluminum alloy pattern plate, block design, and label is used during stencil design, template is spelled
Using the connection of T-shaped special fastener during dress, and Quick Release supported design is utilized, template is quickly used in turn, save into
This.
(2) for Curved beam, each position arc formwork is marked more because being difficult to Curvature varying, by every piece of arc during design
Control data is measured after the chord length decile of template, and is marked, while every piece of template is numbered, then to mix joint structure detailed
Figure, can make construction simple and quick.
(3) groove profile aluminium cross rib, accurate setting-out when aluminium cross rib makes are set on the outside of side template, and length is that 3 ~ 4 pieces of templates are long
Degree.Separately plus outside double steel pipe erect stupefied on the outside of controllable side form installation accuracy, groove profile aluminium cross rib, bed die and side form pin joint, beam bottom mother plate
Pipe rib is divided into, beam bottom sets beam to reinforce bottom fastening bolt at a certain distance, and screw rod is close to the pipe rib under arc beam bottom mother plate, this design
Both with mortar leakage prevention template can be facilitated to dismantle again.
(4) side form top rib aluminium sheet is welded with Curved beam on the inside of side form, it is convenient to be connected with floor template.
Brief description of the drawings
Fig. 1 is that the utility model is based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam and construction method arc is cast-in-place mixed
Solidifying soil beam aluminum alloy pattern plate structural perspective；
Fig. 2 is enlarged drawing in Fig. 1 circles；
Fig. 3 is the utility model arc cast-in-situ concrete beam aluminum alloy pattern plate section of structure；
Fig. 4 is enlarged drawing in Fig. 3 circles；
Fig. 5 is the utility model Quick Release support figure；
Fig. 6 is that the utility model wears the beam bolt detail of construction；
Fig. 7 is the utility model arc aluminum alloy pattern plate and floor template connection figure；
Fig. 8 is the utility model construction process figure.
In figure：1. the bolt hole of 4. floor template of arc cast-in-situ concrete beam 2. beam outboard template, 3. beam inner side template 5.
6. beam bottom mother plate 7. wears the pin joint structure of 9. groove profile aluminium cross rib 10.T types fastener of the longitudinal groove profile ribbed stiffener of beam bolt 8. 11.
12. the quick transverse stiffener of 14. self-tapping screw of supporting mouth, 15. self-tapping screw hole, 16. top rib aluminium sheet 17. of cotter way 13.
18. perpendicular stupefied 23. is locking outside the side form installation seam 19. end templates installation seam 20. pipe rib 21. beam reinforcing double steel pipe of bottom fastening bolt 22.
The stupefied fixation of lumps of wood 25.PVC sleeve pipes 26. bowl of the floor template time of bolt 24. buckles the support 27. bed dies reinforcing lumps of wood 28. and shelves plate
29. the bolt of 32. convex-down jacking of bolt 30. sponge washer, 31. plastic conical plug 33..
Embodiment
Present embodiment scaffold is installed just not to exist in this implementation such as technique, concreting technique, formwork hoisting construction
Tired to state, emphasis illustrates that the utility model is related to the embodiment of structure.
Fig. 1 is based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam and construction method arc cast-in-situ concrete beam aluminum dipping form
Plate structural perspective, Fig. 2 is enlarged drawing in Fig. 1 circles, and Fig. 3 is the utility model arc cast-in-situ concrete beam aluminum alloy pattern plate structural profile
Figure, Fig. 4 is enlarged drawing in Fig. 3 circles.
Shown in reference picture 1 ~ 4, the cast-in-place beam forms of arc is aluminum alloy mould plate, and thickness 4cm, side template outside sets groove profile
Aluminium cross rib 9, the width of groove profile aluminium cross rib 9 80mm, the high 50mm of groove；Transverse stiffener 17 and longitudinal groove profile ribbed stiffener 8 are set on side form, it is horizontal
To the width of ribbed stiffener 17 50mm, thick 4mm；The longitudinal width of groove profile ribbed stiffener 8 50mm, the high 40mm of groove；The upper end of beam inner side template 3 is provided with top
Rib aluminium sheet 16, wide 100mm, top rib aluminium sheet 16 is provided with self-tapping screw hole 15, and self-tapping screw hole 15 is than the diameter of self-tapping screw 14
Big 2mm；Another set in the outside of groove profile aluminium cross rib 9 erects stupefied 22, longitudinal pitch 800mm outside the double steel pipes of φ 48；The lateral stiffening of side form bottom
Rib 17, which is provided with the middle part of cotter way 12,100 × 40mm of size, side template, is uniformly provided with bolt hole 5, and side form end sets T-shaped fastening
Part 10, the width of beam bottom mother plate 6 is slightly larger than the developed width of arc cast-in-situ concrete beam 1, and per side, correspondence ribbed stiffener cotter way 12 sets pin
Binding structure 11, beam bottom mother plate 6 is connected with beam outboard template 2, beam inner side template 3 using pin joint；Beam bottom mother plate 6 is provided with quick support
Mouth 13, quick supporting mouth 13 has two deferent ribs 20, and the long 300mm in the section of pipe rib 20, wide 100mm, beam bottom are set every 500mm
Beam reinforces bottom fastening bolt 21, and bolt selects M3.0, and screw rod is close to the pipe rib 20 under arc beam bottom mother plate 6, and deck-molding middle and upper part is provided with
Beam bolt 7 is worn together, is worn beam bolt 7 and is selected T18 type straight barrel type bolts, with the use of diameter 22mm PVC sleeve pipes 25.
T-shaped fastener 10 is installing disconnection at the position of groove profile aluminium cross rib 9, facilitates groove profile aluminium cross rib 9 to install, groove profile aluminium cross rib
9 long chord length 4m, the bolt 29 that the T-shaped top of fastener 10 is used is M3.0 Antisliding bolts.
As shown in Figure 5：Beam bottom mother plate 6 be provided with quick supporting mouth 13, the quick 100 × 100mm of size of supporting mouth 13, bottom is set
Plate 28 is shelved, plate 28 is shelved for aluminium sheet, thickness 3mm.
As shown in Figure 6：T18 type straight barrel types, which wear the outside of beam bolt 7, diameter 22mm PVC sleeve pipes 25, sponge washer 30, modeling
Expect taper plug 31.
As shown in Figure 7：Floor template 4 is placed on the top rib aluminium sheet 16 on the top of Curved beam inner side template 3, uses diameter
20mm self-tapping screw 14 tightens fixation through self-tapping screw hole 15.
Shown in reference picture 8, the utility model mainly includes following construction procedure：
1) stencil design：The direct block design of arc beam bottom mother plate 6 of arc cast-in-situ concrete beam, arc side template
Block design after vertical projection, some deciles and label are carried out by the camber line of every piece of template, and each equal segments are measured using software
The distance of upper camber line and the string of a musical instrument, and control data is subjected to flat method mark, side form installs seam 18 and installs seam 19 with bed die during design
Need dislocation；
2) template and structure manufacture：Panel uses aluminum alloy pattern plate, is made according to design drawing, and every piece of template is numbered,
Groove profile aluminium cross rib 9, pipe rib 20 are according to respective beam radius of curvature factory setting-out segmental machining；
3) arc beam bottom mother plate is installed：Arc beam bottom mother plate 6 is placed in fixed bowl button support 26, plate is shelved in placement
28, the quick supporting mouth 13 of bed die is placed on convex-down jacking 32.
4) arc side template is installed：Lifting groove profile aluminium cross rib 9, numbers according to side template and installs first, and bottom laterally adds
The insertion pin joint structure 11 of cotter way 12 on strength rib 17, installs fix temporarily after and wears PVC sleeve pipes 25, foam-rubber cushion in beam bolt 7 and beam
Check bolt 23 is set on the inside of circle 32, plastic conical plug 31, side template；Adjacent beam forms is connected temporarily with T-shaped fastener 10,
Adjust and tightened after template position with bolt 29；Beam bolt 7 is worn with back rest inner side template 3, and fastener is worn at screw rod two ends
And nut, transverse stiffener 17 is connected with groove profile aluminium cross rib 9 with bolt 33, beam outboard template 2, beam inner side template 3 and beam bottom
The pin joint of template 6；Pipe rib 20 is lifted, stupefied 22 are erected outside double steel pipe while arranging, treats that template position arranges that beam reinforces bottom after the completion of tuning up
Bolt 21；
5) arc formwork splices with floor template：Floor template 4 is placed in the top rib aluminium on the top of Curved beam inner side template 3
On plate 16, fixation is tightened through self-tapping screw hole 15 using self-tapping screw 14；
6) form removable and maintenance：Beam bolt 7 and groove profile aluminium cross rib 9 are worn between first form removal, is then removed T-shaped
Fastener 10；Not loosened when being supported on form removal at pipe rib 20, the quick supporting mouth 13 of bed die is removed, needs to clear up mould in time after form removal
Plate and wear the grade accessory of beam bolt 7.
Claims (8)
1. based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam, mainly include beam outboard template（2）, beam inner side template（3）
And beam bottom mother plate（6）, it is characterised in that in beam outboard template（2）With beam inner side template（3）It is provided with transverse stiffener（17）With
Longitudinal groove profile ribbed stiffener（8）；The beam inner side template（3）It is provided with top rib aluminium sheet（16）, top rib aluminium sheet（16）It is provided with
Self-tapping screw hole（15）, top rib aluminium sheet（16）Upper installation floor template（4）, the transverse stiffener of bottom（17）It is provided with cotter way
（12）, correspondence cotter way（12）Place is provided with pin joint structure（11）, beam bottom mother plate（6）With beam outboard template（2）, beam inner side template
（3）Connected using pin joint；Beam outboard template（2）With beam inner side template（3）Middle part is uniformly provided with bolt hole（5）, end sets T-shaped
Fastener（10）, beam bottom mother plate（6）Width is slightly larger than arc cast-in-situ concrete beam（1）Developed width, beam bottom mother plate（6）It is provided with
Quick supporting mouth（13）, quick supporting mouth（13）Have and shelve plate（28）, beam bottom mother plate（6）Bottom is additionally provided with two deferent ribs
（20）.
2. it is according to claim 1 based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam, it is characterised in that described
Beam inner side template（3）With beam outboard template（2）Between every 50 ~ 100cm set wear beam bolt together（7）, and set on the inside of beam
Put check bolt（23）.
3. it is according to claim 1 based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam, it is characterised in that described
Top rib aluminium sheet（16）With floor template（4）Pass through self-tapping screw（14）Connection.
4. it is according to claim 1 based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam, it is characterised in that sides adjacent
Connected between template using the T-shaped fitted bolt 29 of fastener 10.
5. it is according to claim 1 based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam, it is characterised in that described
Pipe rib（20）For square tube type aluminium rib, cross section is flat rectangle, and its length is 3 ~ 4 pieces of bed die length, and piece is installed with bed die and stitched
（19）Dislocation.
6. it is according to claim 1 based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam, it is characterised in that outside beam
Side template（2）The transverse stiffener that middle part is set with upper end（17）Bottom is provided with groove profile aluminium cross rib（9）；In beam inner side template（3）
The transverse stiffener that middle part is set（17）Bottom is provided with groove profile aluminium cross rib（9）；Groove profile aluminium cross rib（9）Length is that 3 ~ 4 pieces of templates are long,
Piece installs seam dislocation with side form（18）, with transverse stiffener（17）Bolt during connection（33）Through whole transverse stiffener（17）
Tighten connection.
7. it is according to claim 1 based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam, it is characterised in that T-shaped fastening
Part（10）Groove profile aluminium cross rib is being installed（9）Disconnected at position, or groove profile aluminium cross rib（9）Slot through T-shaped fastener（10）.
8. it is according to claim 1 based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam, it is characterised in that to be close to beam
End template（6）Under pipe rib（20）Beam is set to reinforce bottom fastening bolt every 50 ~ 100cm（21）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620648919.6U CN206337812U (en) | 2016-06-23 | 2016-06-23 | Based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620648919.6U CN206337812U (en) | 2016-06-23 | 2016-06-23 | Based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam |
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| CN206337812U true CN206337812U (en) | 2017-07-18 |
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| CN201620648919.6U Active CN206337812U (en) | 2016-06-23 | 2016-06-23 | Based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971273A (en) * | 2016-06-23 | 2016-09-28 | 杭州江润科技有限公司 | Arc-shaped cast-in-place concrete beam based on set-shaped and quick-disassembling aluminum formworks and construction method |
| CN108756220A (en) * | 2018-05-25 | 2018-11-06 | 上海建工七建集团有限公司 | Cast-in-place concrete rib-beam floor frame falsework and its construction method |
-
2016
- 2016-06-23 CN CN201620648919.6U patent/CN206337812U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971273A (en) * | 2016-06-23 | 2016-09-28 | 杭州江润科技有限公司 | Arc-shaped cast-in-place concrete beam based on set-shaped and quick-disassembling aluminum formworks and construction method |
| CN105971273B (en) * | 2016-06-23 | 2018-01-16 | 杭州江润科技有限公司 | Based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam and construction method |
| CN108756220A (en) * | 2018-05-25 | 2018-11-06 | 上海建工七建集团有限公司 | Cast-in-place concrete rib-beam floor frame falsework and its construction method |
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