CN102383595B - Inclination angle column cap combined wood former in beamless connected upright post - Google Patents
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- CN102383595B CN102383595B CN201110237579XA CN201110237579A CN102383595B CN 102383595 B CN102383595 B CN 102383595B CN 201110237579X A CN201110237579X A CN 201110237579XA CN 201110237579 A CN201110237579 A CN 201110237579A CN 102383595 B CN102383595 B CN 102383595B
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- 239000002023 wood Substances 0.000 title abstract description 22
- 238000009415 formwork Methods 0.000 claims description 12
- 108700028490 CAP protocol 2 Proteins 0.000 claims description 11
- 238000000034 method Methods 0.000 claims description 6
- 238000007796 conventional method Methods 0.000 claims description 3
- 210000001503 joint Anatomy 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 12
- 230000007306 turnover Effects 0.000 abstract description 4
- 239000004570 mortar (masonry) Substances 0.000 abstract 1
- 239000000463 material Substances 0.000 description 8
- 238000005516 engineering process Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000002950 deficient Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000011514 reflex Effects 0.000 description 1
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- 238000004826 seaming Methods 0.000 description 1
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Abstract
The invention relates to an inclination angle column cap combined wood former in a beamless connected upright post, which consists of two trapezoid wood templates and two rectangular wood templates, wherein four peripheries of each trapezoid wood template and upper end surfaces and lower end surfaces of the rectangular wood templates are respectively inclined from the inner side of each plate to the outer side to form a chamfer surface of 45 degrees; the two trapezoid wood templates and the two rectangular wood templates are respectively opposite two by two; each plate is inclined towards the outer side to form an angle of 45 degrees; the two trapezoid wood templates are symmetrically and respectively arranged between the two rectangular wood templates; and two equicrural 45-degree chamfer surfaces are respectively attached to inner side plate surfaces of adjacent rectangular wood template to form an inverted foot pace inclination angle column cap. According to the combined wood former disclosed by the invention, joints between the wood templates as well as between an upper horizontal support plate mould and a lower column body mould are in respectively surface-surface joining relation; a joint between an internal corner and an external corner is compact; the phenomena of concrete mould expansion, mould run and mortar leakage at join parts are avoided; the simpleness in construction is realized; the forming quality of column cap concrete is ensured; the turnover utilization rates of the wood templates are improved; and the construction cost is reduced.
Description
Technical field
The present invention relates to no beam slab in the construction works such as underground parking garage, megastore the conjuncted column of inclination angle cap connection supporting plate top the inclination angle cap the combination wooden model and with the joining method of horizontal supporting plate wooden model and cylinder wooden model.
Background technology
In the modern house construction work, adopt the top to have the column of inclination angle cap connection supporting plate such as large spaces such as large-scale underground parking, megastore, logistics center, office building, hospital, large span, high headroom building, the cylinder top of this column is the upwards cap of flaring, the top of cap is expanded into horizontal supporting plate, the top of horizontal supporting plate links to each other with the last layer floor, be that cylinder, inclination angle cap (being inverted trapezoidal shape cap), horizontal supporting plate and upper strata floor join together, monobloc cast during construction is called the conjuncted column of no beam type inclination angle cap connection supporting plate.The conjuncted column of this and floor monobloc cast more highlights the advantage of indoor large space, large span, high headroom because of need not to install additional crossbeam, thereby is adopted by a lot of top-grade building things.The making of the conjuncted column of no beam slab need overlap the wooden model that cylinder, inclination angle cap, supporting plate are installed, then concreting in the wooden model.At present, be by four sizes and the identical trapezoidal wooden form on-site consolidation of shape for the wooden model of building the inclination angle cap, form following little, last big inverted trapezoidal mould.When four trapezoidal wooden forms all carry out assembly unit with 45 the inclination angle of tilting laterally, can't overlap between the left and right sides isosceles end face of adjacent trapezoidal wooden form, namely the two can only be the line contact, but not is the face contact; Equally, each trapezoidal wooden form is under the state of inclination angle, on it, following both ends of the surface also can't overlap with face-face respectively with between the port of the wooden model of upper horizontal supporting plate and following square body, but with line-face combination, cause and be difficult between the template when installing effectively fix, need to adopt the stickup sponge strip, not only increase operation, and when cap concreting, the very easy mould that rises, run the phenomenon that spills in the slit between mould and concrete slave plate, and bevel angle easily takes place in the inverted trapezoidal concrete column cap after the moulding, the physical dimension error exceeds standard or seaming position runs mass defect and negative and positive angles such as mould, spillage, the surface honeycomb, common quality defects such as pitted skin, influence workmanship, increase the quality cost that engineering is reprocessed.On the other hand, after each construction finishes, the sponge strip of need tearing, a large amount of trapezoidal wooden forms are piled up, and this trapezoidal plank can only be exclusively used in making, the installation of inclination angle cap, does not have other purposes, the sheet material utilization rate is hanged down and a large amount of sponge strips are dropped, and causes waste of material.
Summary of the invention
The objective of the invention is to overcome the existing structural defective of cap wooden model, provide a kind of for the combination wooden model of building the conjuncted column of no beam type inclination angle cap, it is fixing to be easy to combination between each wooden form of this wooden model, mould, race mould phenomenon occur when avoiding concreting rising, guarantee cap concrete formation quality, reduce quality reclamation work amount, can also simplify construction technology in addition, improve wooden form turnover utilization rate, reduce construction cost.
Inclination angle of the present invention cap combination wooden model is made up of two trapezoidal wooden forms and two rectangle wooden forms, and the long limit of described rectangle wooden form is not less than the long limit size in the trapezoidal wooden form parallel edges, and its minor face is consistent with trapezoidal wooden form height dimension; The left and right two isosceles sides of described each trapezoidal wooden form and upper/lower terminal face tilt to be 45 fillet surfaces laterally from the inboard of plate separately respectively; Two end faces up and down of described each rectangle wooden form tilt to be 45 fillet surfaces laterally from the inboard of plate separately respectively; Described two trapezoidal wooden forms and two rectangle wooden forms respectively in twos relative and each plate all tilt to be 45 jiaos laterally, wherein, two trapezoidal wooden form symmetries separate between the two rectangle wooden forms, and 45 fillet surfaces of two isosceles are fitted in respectively on the interior plate face of adjacent rectangle wooden form, thereby form the inclination angle cap mould of inverted trapezoidal type in the inboard of four wooden forms.
The inclination angle positioning supporting part is equipped with in described each wooden form outside, and described inclination angle positioning supporting part comprises the isosceles right triangle floor, and it is stupefied to add oblique backings along the hypotenuse of isosceles right triangle, and it is stupefied to add horizontal backings along a right-angle side.
The joining method of inclination angle cap combination wooden model and horizontal supporting plate wooden form and cylinder wooden form, be contained in horizontal supporting plate wooden form and cylinder wooden form on the scaffold according to a conventional method, horizontal supporting plate wooden form comprises horizontal supporting plate soffit formwork and horizontal supporting plate side template, described horizontal supporting plate soffit formwork center is reserved and is remained to make up the interface that wooden model is connected with described inclination angle cap, be reserved with the position of mounted angle cap combination wooden model between cylinder wooden model and the horizontal supporting plate wooden model, carry out following steps at this reserved place:
(1) 45 ° of fillet surfaces in lower end of two rectangle wooden forms of inclination angle cap combination wooden model are bearing in the upper surface of the pair of parallel template of cylinder wooden form respectively, and inboard concordant with the cylinder wooden form; The 45 ° of fillet surfaces in described two rectangle wooden forms upper end are docked with the pair of parallel medial surface coincidence of horizontal supporting plate soffit formwork center spare interface respectively, make two rectangle wooden forms all tilt to be 45 ° of inclination angles laterally, inclination angle positioning supporting part with each rectangle wooden form back side is shelved on the scaffold simultaneously
(2) the 45 ° of fillet surfaces in two trapezoidal wooden form lower ends are bearing in another upper surface to parallel template of cylinder wooden model respectively, and inboard concordant with the cylinder wooden form; The 45 ° of fillet surfaces in two trapezoidal wooden forms upper ends are overlapped butt joint with another of horizontal supporting plate soffit formwork center spare interface to parallel medial surface respectively, and 45 ° of fillet surfaces that make two waist sides of each trapezoidal wooden form are fitted in respectively on the rectangle wooden form medial surface of its both sides, make two trapezoidal wooden forms all tilt to be 45 ° of inclination angles laterally, the inclination angle positioning supporting part with each trapezoidal wooden form back side is shelved on the scaffold simultaneously.
The present invention substitutes with rectangle template 2 in 4 trapezoid templates of traditional inclination angle cap wooden model, and, the rectangle wooden form only needs the minor face size consistent with the height of trapezoid template, and its long limit is under the prerequisite that is not less than the long limit of trapezoidal wooden form, its length dimension and limit, two ends shape there is not specific (special) requirements, therefore reduce sheet material and planted to cut and add workload, reduced the limitation that sheet material is drawn materials.Rectangle template is plate as a whole, its purposes is much larger than trapezoidal plate, therefore the conjuncted column of no beam build finish after, a large amount of rectangle wooden forms after the dismounting can have enough to meet the need in engineering, double using it for anything else, for example can be used as engineering wall column or beam and slab structure template etc., the sheet material turnover rate improves greatly, has reduced the waste of sheet material.In the cap wooden model of inclination angle of the present invention, four peripheries of each trapezoid template and the upper and lower side limit of each rectangle template all process fillet surface at 45, this scheme makes in the inclination angle cap wooden model (inverted trapezoidal type) that is assembled into, each trapezoid template two isosceles is face-face with 45 ° of fillet surfaces and is combined between rectangular slab, the engagement relationship that all is " face and face " between the upper surface of face and cylinder wooden model falls between the end opening side of the upper end mouth of falling the face of each wooden form and horizontal supporting plate wooden form and the lower end of each wooden form, thereby make between the template bonding surface more identical, negative and positive corner connection seam is tight, need not to adopt the stickup sponge strip, guarantee that the spillage phenomenon does not take place seam areas when the cap concrete vibrating; Overcome and be prone to the defective that concrete rises by mould, runs mould when " line and line " or " line and face " combination is built.Realize by adding a plurality of inclination angles positioning supporting part in the wooden form outside location at each 45 ° of inclination angle of wooden form, and this support member easy accessibility is reusable, need not to paste sponge strip, and the saving of labor economizes material.
In sum, this combination wooden model is simplified construction technology, can guarantee cap concrete formation quality, reduces quality reclamation work amount, can also improve wooden form turnover utilization rate, reduce construction cost.
Description of drawings
Fig. 1 is the perspective view of the conjuncted column of no beam type;
Fig. 2 is the structural representation of the assembled state of inclination angle cap combined type wooden model;
Fig. 3 is cap wooden form positioning supporting part;
Fig. 4 is the lateral side view of the trapezoidal wooden form in the cap combined type wooden model of inclination angle;
Fig. 5 and Fig. 6 are respectively A-A and the B-B sectional drawings of Fig. 4;
Fig. 7 is the lateral side view of the rectangle wooden form in the cap combined type wooden model of inclination angle;
Fig. 8 is that the C of Fig. 7 is to view;
Fig. 9 is that the D of Fig. 2 is to view;
Figure 10 represents not have in the wooden model work progress of the conjuncted column of beam type, and the three-dimensional structure diagram that forms behind cylinder wooden model and the horizontal supporting plate wooden model has been installed earlier;
Figure 11 is illustrated in the three-dimensional structure diagram that forms behind the cap rectangle template of packing on the basis of Figure 10;
Figure 12 is illustrated in the schematic perspective view of the whole wooden model of the conjuncted column of no beam type after packing the trapezoidal wooden form of cap on the basis of Figure 11 into and forming cap combined type wooden model;
Figure 13 is the longitudinal profile structural representation behind the conjuncted column moulding of the no beam type wooden model concreting of Figure 12.
Figure 14 is the E portion structure enlarged drawing among Figure 13.
Figure 15 is the F portion structure enlarged drawing among Figure 13.
Among the figure, 1-cylinder, 2-inclination angle cap, 3-horizontal supporting plate, 4-floor, 5-cap rectangle wooden form, 5-1-rectangle wooden form upper end fillet surface, upper end fillet surface under 5-2-rectangle wooden form, the trapezoidal wooden form of 6-cap, 6-1'-trapezoidal wooden form left side waist chamfer face, 6-1-right waist the chamfer of trapezoidal wooden form face, 6-2-trapezoidal wooden form upper end fillet surface, 6-3-trapezoidal wooden form lower end fillet surface, 7-inclination angle positioning supporting part, 7-1-right-angled triangle floor, 7-2-oblique backings is stupefied, and 7-3-horizontal backings is stupefied, 8-horizontal supporting plate soffit formwork, 9-byatt is stupefied, 10-scaffold, 11-split bolt, 12-concrete, 13-floor template, 14-floor template wood is stupefied, 15-horizontal supporting plate side template, 16-cylinder wooden form, 17-vertically wood are stupefied.
The specific embodiment
The example structure of the combined type wooden model of inclination angle of the present invention cap is described below in conjunction with Fig. 2～Fig. 9
The combined type wooden model of the inclination angle cap that the present invention relates to is used for building the inclination angle cap 2 as the conjuncted column of no beam type of Fig. 1.See Fig. 1, cylinder 1 top of the conjuncted column of no beam type is the upwards cap 2 of flaring, the top of cap 2 is expanded into horizontal supporting plate 3, the top of horizontal supporting plate 3 links to each other with last layer floor 4, be that cylinder, inclination angle cap (being inverted trapezoidal shape cap), supporting plate and upper strata floor join monobloc cast during construction together.
Structure and the mounting method of embodiment 1 inclination angle of the present invention cap wooden model
Inclination angle cap wooden model structure as shown in Figure 2, it is made up of tilt laterally respectively 45 trapezoidal wooden form 6 and two cap rectangle wooden forms 5 splicings, in each wooden form outside all with location and the support of several inclination angle positioning supporting parts 7 realizations to wooden model 45 inclination angles.The size dimension unanimity of two trapezoidal wooden forms 6, the long limit of two rectangle wooden forms 5 can be more than or equal to the long limit sizes of trapezoidal wooden form 6, but its minor face is consistent with the height dimension of rectangle wooden form 5.The structure of inclination angle positioning supporting part 7 such as Fig. 3, its main body is isosceles right triangle floor 7-1, hypotenuse along isosceles right triangle adds the stupefied 7-2 of oblique backings, adds the stupefied 7-3 of horizontal backings along a right-angle side, with the hypotenuse of increase triangle floor and the loaded area on base.
The structure of the trapezoidal wooden form 6 in the cap combined type wooden model of inclination angle is seen Fig. 4,5,6.The lateral surface of shown in Figure 4 is trapezoidal wooden form 6 is (behind the synthetic mould of template group, a side that is positioned at mould with template is medial surface, the outer side of mould is lateral surface) topology view, upper and lower two parallel edges and the left and right two isosceles limits of the trapezoidal wooden form 6 of expression are respectively equipped with fillet surface 6-2,6-3,6-1' and 6-1 among the figure.From Fig. 5 as seen, the end face of trapezoidal wooden form 6 left and right two isosceles is inclined to 45 fillet surface 6-1' and 6-1 laterally from the inboard of template respectively.From B-B cross section shown in Figure 6 as seen, the end face of the upper/lower terminal of trapezoidal wooden form 6 is inclined to 45 fillet surface 6-2 and 6-3 laterally from the inboard of template respectively.
The structure of the rectangle wooden form 5 in the cap combined type wooden model of inclination angle is seen Fig. 7,8.Shown in Figure 7 is the lateral surface topology view of rectangle wooden form 5, and upper and lower two long limits of expression rectangle wooden form 5 are processed into fillet surface 5-1 and 5-2 respectively among the figure, and left and right two minor faces need not processing.From C shown in Figure 8 to view all as seen, the upper surface of rectangle wooden form 5 is inclined to 45 fillet surface 5-1 laterally from the inboard of template 5, and the lower surface is inclined to 45 fillet surface 5-2 laterally from the inboard of rectangle wooden form 5.Fig. 9 represents, when 45 the trapezoidal wooden form 6 of tilting with splicing between the rectangle wooden form 5 of two inclinations 45 time, the fillet surface 6-1' of left and right two isosceles of trapezoidal wooden form 6 and 6-1 fit with the inner surface of left and right two rectangle wooden forms 5 respectively, the chamfering 5-1 of the upper end of two rectangle wooden forms 5 all is vertical plane, and the lower end fillet surface 6-3 of its lower end fillet surface 5-2 and trapezoidal wooden form 6 all is horizontal plane.
The joining method of embodiment 2 inclination angle cap combination wooden models and horizontal supporting plate wooden model and cylinder wooden model
The splicing step of inclination angle cap combination wooden model and horizontal supporting plate wooden form and cylinder wooden form is as follows:
As Figure 10, horizontal supporting plate wooden model and cylinder wooden model are contained on the scaffold 10 according to a conventional method, horizontal supporting plate wooden form comprises horizontal supporting plate soffit formwork 8 and horizontal supporting plate side template 15, horizontal supporting plate soffit formwork 8 centers are reserved and are remained to make up the interface that wooden model is connected with the inclination angle cap, are reserved with the locus of mounted angle cap combination wooden model between cylinder wooden form and horizontal supporting plate wooden model plank.
As Figure 11,45 ° of fillet surface 5-2 in lower end of two rectangle wooden forms 5 of inclination angle cap combination wooden model are bearing in the upper surface of the pair of parallel template of cylinder wooden form 16 respectively, with the 45 ° of fillet surface 5-1 in two rectangle wooden forms, 5 upper ends respectively with the center spare interface of horizontal supporting plate soffit formwork 8 in the pair of parallel medial surface overlap and dock, inclination angle positioning supporting part 7 with each rectangle wooden form 5 back side is shelved on the scaffold 10 simultaneously, two rectangle wooden forms, 5 shapes inclination angle at 45 (simultaneously referring to Fig. 2 and Figure 10, Figure 11).
See Figure 12, and referring to Fig. 2 and Figure 10, Figure 11, two trapezoidal wooden form 45 ° of fillet surface 6-3 in 6 lower ends are bearing in another upper surface to parallel template (the end face bonding state is seen Figure 15) of cylinder wooden form 16 respectively, with 45 ° of fillet surface 6-2 in upper end of two trapezoidal wooden forms 6 respectively with the center spare interface of horizontal supporting plate soffit formwork 8 in another parallel medial surface is overlapped butt joint (bonding state is seen Figure 14); Inclination angle positioning supporting part 7 with each trapezoidal wooden form 6 back side is shelved on the scaffold 10 simultaneously, and 45 ° of fillet surface 6-1', 6-1 of two waist sides of each trapezoidal wooden form are fitted in respectively on rectangle wooden form 5 medial surfaces of its both sides (as Fig. 9); Two trapezoidal wooden form 5 shapes inclination angle at 45, the inclination angle positioning supporting part 7 with each trapezoidal wooden form 6 back side is shelved on (as Figure 13) on the scaffold 10 simultaneously.
The job practices of the conjuncted column of embodiment 3 inclination angle cap connection supporting plates
Concrete construction sequence is as follows:
(1) erection column phantom plate and floor template
Referring to Figure 10 and Figure 13, set up scaffold 10, and erection column phantom plate 16, the outside of cylinder template 16 settles vertical wood stupefied 17 and split bolt 11(to see Figure 13), above cylinder template 16, reserve the position of erection column hat cone and horizontal supporting plate mould simultaneously, at reserved place, it is stupefied 14 that periphery is installed floor template wood above reserved place, and at floor template wood stupefied 14 floor templates 13 are installed.Floor template 13 is reserved with the hub-interface of horizontal supporting plate wooden model to be installed.
(2) horizontal supporting plate wooden model is installed
As Figure 10 and Figure 13, it is stupefied 9 earlier to lay byatts at scaffold 10, then lays horizontal supporting plate soffit formwork 8 at wood stupefied 9, and with carpenter's circle with itself and the stupefied 9 ailing jails of byatt; Horizontal supporting plate side template 15 is embedded between mounted horizontal supporting plate soffit formwork 8 and the floor template 13 vertically, fix with carpenter's wire nail equally.Horizontal supporting plate soffit formwork 8 is reserved with hub-interface.
(3) mounted angle cap wooden model
(3-1) mounted angle rectangle wooden form
Fix 2 inclination angle positioning supporting part 7(referring to Fig. 2 with carpenter's wire nail in advance at the back side of rectangle wooden form 5 (being the lateral surface of template 5)), then with embodiment 2,45 ° of fillet surface 5-2 of two rectangle wooden form 5 lower ends are bearing in respectively on the upper surface of pair of parallel template of cylinder wooden form 16, the 45 ° of fillet surface 5-1 in upper end are docked with the pair of parallel medial surface of horizontal supporting plate soffit formwork 8 hub-interfaces respectively, coincide and inclination angle positioning supporting part 7 is shelved on the scaffold 10, finish location, 45 ° of inclination angles and the support of trapezoidal wooden form 6.Then, every 250mm with the carpenter wire nail respectively with its stitching at horizontal supporting plate wood stupefied 9 with vertically on the wood stupefied 17.In the installation, should make rectangle wooden form 5 and tight, the error-free lip reflex of upper and lower junction piece, inclination angle positioning supporting part 7 holds out against with scaffold 10 and is fixed.
(3-2) the trapezoidal wooden form of mounted angle
2 inclination angle positioning supporting parts 7 are fixed with carpenter's wire nail in advance in the back side of trapezoidal wooden form 6 (being the lateral surface of template 6).Then with embodiment 2, two trapezoidal wooden form 45 ° of fillet surface 6-2 in 6 upper ends and the 45 ° of fillet surface 6-3 in lower end are docked with another upper surface to inboard and cylinder template 16 of hub-interface of horizontal supporting plate soffit formwork 8 respectively, fillet surface 6-1', 6-1 are fitted in respectively on rectangle wooden form 5 medial surfaces of its both sides, and inclination angle positioning supporting part 7 is shelved on the scaffold 10, realize the location, 45 ° of inclination angles of trapezoidal wooden form 6 and support.
At last, fastening finishing the to the conjuncted model of the column of whole no beam type, it is tight to guarantee that cap wooden model installation back, inclination angle angle correctly reaches seam, strengthen integral rigidity, intensity and the stability of cap template, reduce distortion, stop to disintegrate, so far, finished the installing engineering of the whole mould of the no beam type inclination angle conjuncted column of cap connection supporting plate.After the acceptance(check), concreting 12(sees Figure 13).Wooden form remove the back the conjuncted column of no beam type shown in Figure 1.
Claims (3)
1. an inclination angle cap that does not have in the conjuncted column of beam type makes up wooden model, it is characterized in that being formed by two trapezoidal wooden forms and two rectangle wooden forms, the long limit of rectangle wooden form is not less than the long limit size in the trapezoidal wooden form parallel edges, and its minor face is consistent with trapezoidal wooden form height dimension; The left and right two isosceles sides of each described trapezoidal wooden form and upper/lower terminal face tilt to be the 45o fillet surface laterally from the inboard of plate separately respectively; Two end faces up and down of each described rectangle wooden form tilt to be the 45o fillet surface laterally from the inboard of plate separately respectively; Described two trapezoidal wooden forms and two rectangle wooden forms respectively in twos relative and each plate all tilt to be the 45o angle laterally, wherein, two trapezoidal wooden form symmetries separate between the two rectangle wooden forms, and the 45o fillet surface of two isosceles is fitted in respectively on the interior plate face of adjacent rectangle wooden form, forms the inclination angle cap mould of inverted trapezoidal type in the inboard of four wooden forms.
2. the inclination angle cap in the conjuncted column of no beam type according to claim 1 makes up wooden model, it is characterized in that each described wooden form outside is equipped with the inclination angle positioning supporting part, the oblique backings that described inclination angle positioning supporting part comprises the isosceles right triangle floor, install additional along the hypotenuse of isosceles right triangle horizontal backings stupefied and that install additional along a right-angle side is stupefied.
3. the inclination angle cap of a claim 2 makes up the joining method of wooden model and horizontal supporting plate wooden form and cylinder wooden form, it is characterized in that being contained in horizontal supporting plate wooden form and cylinder wooden form on the scaffold according to a conventional method, horizontal supporting plate wooden form comprises horizontal supporting plate soffit formwork and horizontal supporting plate side template, described horizontal supporting plate soffit formwork center is reserved and is remained to make up the interface that wooden model is connected with described inclination angle cap, be reserved with the position of mounted angle cap combination wooden model between cylinder wooden form and the horizontal supporting plate wooden form, carry out following steps at this reserved place:
(1) 45 ° of fillet surfaces in lower end of two rectangle wooden forms of inclination angle cap combination wooden model are bearing in the upper surface of the pair of parallel template of cylinder wooden form respectively, and inboard concordant with the cylinder wooden form; The 45 ° of fillet surfaces in described two rectangle wooden forms upper end are docked with the pair of parallel medial surface coincidence of horizontal supporting plate soffit formwork center spare interface respectively, make two rectangle wooden forms all tilt to be 45 ° of inclination angles laterally, inclination angle positioning supporting part with each rectangle wooden form back side is shelved on the scaffold simultaneously
(2) the 45 ° of fillet surfaces in two trapezoidal wooden form lower ends are bearing in another upper surface to parallel template of cylinder wooden form respectively, and inboard concordant with the cylinder wooden form; The 45 ° of fillet surfaces in two trapezoidal wooden forms upper ends are overlapped butt joint with another of horizontal supporting plate soffit formwork center spare interface to parallel medial surface respectively, and 45 ° of fillet surfaces that make two waist sides of each trapezoidal wooden form are fitted in respectively on the rectangle wooden form medial surface of its both sides, make two trapezoidal wooden forms all tilt to be 45 ° of inclination angles laterally, the inclination angle positioning supporting part with each trapezoidal wooden form back side is shelved on the scaffold simultaneously.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110237579XA CN102383595B (en) | 2011-08-18 | 2011-08-18 | Inclination angle column cap combined wood former in beamless connected upright post |
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| CN201110237579XA CN102383595B (en) | 2011-08-18 | 2011-08-18 | Inclination angle column cap combined wood former in beamless connected upright post |
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| CN102383595A CN102383595A (en) | 2012-03-21 |
| CN102383595B true CN102383595B (en) | 2013-07-17 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104420648A (en) * | 2013-08-24 | 2015-03-18 | 浙江省东阳第三建筑工程有限公司 | Rectangular monoclinal corner post cap cost-in-situ concrete structure template combining method |
| CN103790379B (en) * | 2014-01-17 | 2016-05-11 | 上海建工二建集团有限公司 | In contrary sequence method without the construction method of connected node between beam slab and cap |
| CN105822062A (en) * | 2015-01-04 | 2016-08-03 | 中天建设集团有限公司 | Single dip angle column cap lamination squared timber combination triangle ribbed slab support formwork method |
| CN106639306A (en) * | 2017-01-22 | 2017-05-10 | 徐仁贵 | Material-saving type inclination linking and supporting plate column cap wood formwork and construction method thereof |
| CN109537892A (en) * | 2017-09-22 | 2019-03-29 | 上海宝冶集团有限公司 | The fixed construction method of trapezoidal column hat cone plate |
| CN109750833B (en) * | 2019-03-07 | 2024-04-16 | 中建八局第三建设有限公司 | Building structure of variable cross-section beam-free column cap |
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| CN2869203Y (en) * | 2006-01-20 | 2007-02-14 | 河南玛纳建筑模板有限公司 | Light cylindrical steel form |
| CN201068647Y (en) * | 2007-06-29 | 2008-06-04 | 北京建工集团有限责任公司 | Special-shaped oblique cylinder support frame |
| CN201209322Y (en) * | 2008-02-22 | 2009-03-18 | 中冶天工建设有限公司 | Column angle chamfering mold for overhead equipment foundation platform |
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- 2011-08-18 CN CN201110237579XA patent/CN102383595B/en not_active Expired - Fee Related
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2807084A1 (en) * | 2000-03-30 | 2001-10-05 | Albert Jose Baldi | Plastic mould for making reinforced concrete fencing posts comprises two half tubes held together by sleeve, filling funnel and caps |
| CN2748570Y (en) * | 2004-12-02 | 2005-12-28 | 郑会智 | Angle formwork |
| CN2869203Y (en) * | 2006-01-20 | 2007-02-14 | 河南玛纳建筑模板有限公司 | Light cylindrical steel form |
| CN201068647Y (en) * | 2007-06-29 | 2008-06-04 | 北京建工集团有限责任公司 | Special-shaped oblique cylinder support frame |
| CN201209322Y (en) * | 2008-02-22 | 2009-03-18 | 中冶天工建设有限公司 | Column angle chamfering mold for overhead equipment foundation platform |
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