CN204920213U - Stair template - Google Patents
Stair template Download PDFInfo
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- CN204920213U CN204920213U CN201520717810.9U CN201520717810U CN204920213U CN 204920213 U CN204920213 U CN 204920213U CN 201520717810 U CN201520717810 U CN 201520717810U CN 204920213 U CN204920213 U CN 204920213U
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Abstract
The utility model relates to a construction field is assembled to stair template, in particular to stair template, and the stair template structure includes: stair side form and die block, the stair template of marking time, the form setting is marked time on the stair side form to a plurality of stair, it has a plurality of first slots to distribute on the stair side form, and stair are marked time one end or the both ends of template and are inserted through first slot and stair side form and close, an object of the utility model is to provide a can have enough to meet the need the use, practice thrift a large amount of material cost, easy operation, improvement work efficiency, reduce the labour cost, the shaping need not the stair template that follow -up concrete was repaired well.
Description
Technical field
The utility model relates to stair template assembling construction field, particularly a kind of stair template.
Background technology
Stair are the required structural element of each engineering, are generally formed by concrete casting, and need before pouring to set up various template according to the size of stair in design, concrete casting is completed and after solidifying, takes template apart, obtain required stair;
Traditional stair template construction method comprises two kinds:
The first, stair tread formwork adopts flitch, planking nail together, then follow closely on stair side form, flitch is laterally fixed on side form, for ensureing the cross dimensions of stair, riser height, the planeness of Control architecture seam crossing, in stair length to adding one flitch, be fixed with circle silk, reduce the distortion of stair template in longitudinal direction, after formwork reinforcement completes, normally used plank, the stair template of flitch assembling, its molding effect is poor, and laterally with the flitch that circle silk is reinforced, the few angle of truncation is easily caused in dismounting work after concreting completes, must with manually carrying out the removing work of circle silk and concrete patch work in the decoration stage in later stage, increase constructor's expenses of labour, improve Construction Cost, form removable is simultaneously got up pretty troublesome, also the few angle of truncation is easily caused.
The second, finished steel stair, shaping from concreting to meet concrete quality requirement, but finished steel stair cost is high, weight large, transport is inconvenient, compliance is not strong, can not by manually mounting and dismounting, must mount and dismount by means of tower crane, and the steel stair template processed can only be used in the stair of typical floor, randomness is little, compliance is not strong, causes the waste of man power and material.
Utility model content
The purpose of this utility model to be to overcome in prior art existing above-mentioned deficiency, provide a kind of have enough to meet the need uses, saving lot of materials cost, simple to operate, increase work efficiency, reduce labour cost, forming without the need to the stair template of follow-up concrete repair.
In order to realize above-mentioned utility model object, the utility model provides following technical scheme:
A kind of stair template, it comprises:
Stair side form and bed die;
Stair tread formwork, some described stair tread formwork are installed on stair side form;
Described stair side form is distributed with some first slots, and one end of described stair tread formwork or two ends are plugged together by described first slot and stair side form, and inserting position is bonding or buckle structure is spacing by glue.
The stair template of the application in use, directly assembled by the mode plugged together, use can be had enough to meet the need, compare described in background technology of the prior art the first, lot of materials cost can be saved, simultaneously simple to operate, can increase work efficiency, reduce labour cost, and also facilitate during dismounting, not easily cause the problem at the few angle of truncation as described in the prior art, compare the second of the prior art described in background technology, cost is lower, lightweight, convenient transportation, for the stair of different size, template processing gets up also to facilitate, strong adaptability, unlike the so difficult processing of finished steel stair and high cost.
As preferred version of the present utility model, described stair side form quantity is two, arranged in parallel, and described stair tread formwork two ends plug together respectively on two described stair side forms, and this Structure adaptation is constructed in not having the stair of side wall.
As preferred version of the present utility model, stair template also comprises:
Hanging structure, it is arranged on the other side wall of stair, hanging structure is provided with the second slot plugged together for stair tread formwork, described stair side form quantity is one, described stair tread formwork one end plugs together on described stair side form, and the other end plugs together on described hanging structure, and this Structure adaptation is constructed in there being the stair of side wall, only need the stair side form of side, opposite side is replaced by side wall surface.
As preferred version of the present utility model, the lateral surface of described stair side form is provided with the flitch for reinforcing, comprise along flitch and lower to flitch, on reinforce along flitch along the top edge of stair side form, the lower lower limb along flitch along stair side form is reinforced, on along flitch with to be fixedly connected with along between flitch by reinforcing flitch down, make stair template entirety more firm, increase the stability of work progress.
As preferred version of the present utility model, described stair tread formwork comprises two-layer sheet material, two-layer sheet material is located on sheet material by horizontal edge, the flitch of lower limb is fixedly connected with, in prior art, what stair tread formwork generally adopted is direct one piece of thick film coated plate, or one piece of thick film coated plate and a flitch are fixed up, for the first situation, if film coated plate is excessively thin, the size then easily making stair shaping is not up to standard, there is bending etc., if blocked up, then affect in stair step casting process, the levelling of tread structure waits working procedure, simultaneously, in this case, prior art stair tread formwork is followed closely on the stair side form of both sides, too thickly be also inconvenient to fix, for the second situation, the problem of the first can be solved, but, the flitch playing reinforcement effect in the middle of it can only help the middle part of firm stair tread formwork, bending is also likely caused because of pressure in the upper and lower of stair tread formwork in casting process, affect the quality of building, and, no matter the first or the second situation, in practice of construction process, the rigidity of stair tread formwork is all difficult to reach requirement, general is all that the top of the length direction of entirety at stair template is drawn a logical flitch along each stair tread formwork and fixes with wire nail, play firm effect, or between adjacent stair tread formwork, draw steel wire, but structure is more complicated, the situation at the few angle of truncation is more easily there is when form removal, this is also the FAQs in prior art construction, adopt the structure of this preferred version, stair tread formwork rigidity can be made to reach requirement, and also can not modification in casting process above and below it, enough rigidity is had under the reinforcing of flitch, also save material, certainly, the sheet material of this preferred version also can only with one piece, as the contact surface that ladder rung is shaping, outside two flitches of opposite side are then exposed to, also the effect of reinforcing can be realized.
As preferred version of the present utility model, be equipped with in described stair tread formwork wire drawing bar, wire drawing bar two ends are installed on respectively to the two ends of stair tread formwork, or on the stair side form at stair tread formwork two ends, be equivalent to be applied with a prestressing force marking time in template, increase the rigidity of stair tread formwork, coordinate the structure in a preferred version, two sheet materials of stair tread formwork are connected by flitch, middle then leave one and be communicated with the cavity at two ends, adopt and wire drawing bar is reinforced, increase the rigidity of stair tread formwork, stair tread formwork inside is arranged on to wire drawing bar simultaneously, prevent from being subject to water or concrete corrosion once in a while to wire drawing bar, increase application life, if be arranged in parallel between two to wire drawing bar and upper and lower two flitches, be positioned at again the middle part of whole stair tread formwork, then can upper, in, lower three sections form the reinforcement of good rigidity to stair tread formwork, compare and only arrange wire drawing bar at stair tread formwork top or bottom, effect is certainly well a lot, stair tread formwork integral rigidity is higher, more stable during construction.
Disclosed herein as well is a kind of stair construction method, the steps include:
A, set up support around stair template;
B, installation stair side form and bed die, after the installation of stair side form, install stair tread formwork, make its connected mode passing through to plug together be arranged on stair side form;
C, correction, reinforce installation form;
D, concreting.
Compare the prior art described in background technology, compare the first, simple to operate, increase work efficiency, reduce labour cost, forming, without the need to follow-up concrete repair, compares the second, and it is more convenient to operate, do not need plant equipment to help move moulds, reduce construction cost, increase efficiency.
As preferred version of the present utility model, in step B, before installation stair tread formwork or after stair tread formwork is installed, wear wire drawing bar in the middle part of stair tread formwork, wire drawing bar two ends are fixed on to the two ends of stair tread formwork, increase the rigidity of stair tread formwork, thus indirectly reduce other auxiliary ruggedized construction, reduce stair shaping rear because form removal is inconvenient to cause the problem at the few angle of truncation.
As preferred version of the present utility model, in steps A, also comprise:
Carry out template processing, stair side form film coated plate makes material, after cutting out stair side form exterior contour, process the slot be parallel to each other of some equidistant layouts, according to stair dimensioned stair tread formwork, process the bulge-structure coordinated with described slot at stair tread formwork two ends, when stair template does not mate stair size to be onstructed, can on-the-spot process, convenient and swift, cost is also low.
Disclosed herein as well is another kind of stair construction method, the steps include:
A, set up support around stair template;
B, the side form of stair bed die and side is installed, after the installation of stair side form, stair tread formwork is installed, hanging structure installed by stair side wall, stair tread formwork side plugs together in the slot matched on stair side form, and opposite side plugs together on described hanging structure;
C, correction, reinforce installation form;
D, concreting;
For the other operating mode being provided with side wall of stair.
compared with prior art, the beneficial effects of the utility model:
Use can be had enough to meet the need, save lot of materials cost, simple to operate, increase work efficiency, reduce labour cost, forming without the need to follow-up concrete repair.
accompanying drawing illustrates:
Fig. 1 is the structural representation of the hanging structure described in the utility model embodiment 2;
Fig. 2 is the utility model stair side form structural representation;
Fig. 3 is the utility model stair tread formwork structural representation;
Fig. 4 is the utility model stair template splicing structure schematic diagram;
Fig. 5 is that the utility model adds the terraced template assembly structural representation after to wire drawing bar;
Fig. 6 is the explosive view of the utility model embodiment 1 structure;
Fig. 7 is the schematic diagram of method in the utility model embodiment 1;
Mark in figure: 1-hanging structure, 2-stair side form, 3-sheet material, 4-first flitch, 5-stair tread formwork, 6-is to wire drawing bar, and 7-is upper along flitch, and along flitch under 71-, 8-reinforces flitch, 9-first slot, 10-second slot.
Detailed description of the invention
Below in conjunction with embodiment and detailed description of the invention, the utility model is described in further detail.But this should be interpreted as that the scope of the above-mentioned theme of the utility model is only limitted to following embodiment, all technology realized based on the utility model content all belong to scope of the present utility model.
embodiment 1
As Fig. 2-7, a kind of stair template, it comprises:
Stair side form 2(is processed by the thick film coated plate of 15mm) and bed die;
Stair tread formwork 5, some described stair tread formwork 5 are installed on stair side form 2;
As Fig. 2, described stair side form 2 is distributed with some first slots 9, one end of described stair tread formwork 5 or two ends are plugged together with stair side form 2 by described first slot 9, and the first slot 9 distributes equally spacedly in parallel to each other;
As Fig. 4,5, described stair side form 2 quantity is two, arranged in parallel, and described stair tread formwork 5 two ends plug together respectively on two described stair side forms 2.
As Fig. 5,6, the lateral surface of described stair side form 2 is provided with the flitch for reinforcing, comprise along flitch 7 and lower to flitch 71, on reinforce along flitch 7 along the top edge of stair side form 2, the lower lower limb along flitch 71 along stair side form 2 is reinforced, on along flitch 7 with to be fixedly connected with along between flitch 71 by reinforcing flitch 8 down, reinforce flitch 8 quantity indefinite, more multistable solid effect is better, but is at least two, is distributed in the two ends of stair side form 2 length direction.
As Fig. 3, described stair tread formwork 5 comprises the thick film coated plate of two-layer sheet material 3(15mm), two-layer sheet material 3 is by being laterally fixedly connected with, as the first flitch 4(cross section 50mm in Fig. 3 along the flitch being located at the upper and lower edge of sheet material 3
2), on, lower first flitch 4 be arranged in parallel, the sheet material 3 of two pieces of rectangles also be arranged in parallel, sheet material about 3 both sides are connected by two the first flitches 4, gap is left between two sheet materials 3, when stair tread formwork 5 and stair side form 2 plug together, the first groove into stair side form 2 can be plugged together by sheet material 3, or plugged together by the first flitch 4, in this case, the both sides of sheet material 3 are also paid at the two ends of the first flitch 4 respectively, the part of expenditure forms bulge-structure, for coordinating with the first slot 9, (width of stair side form 2 upper groove equals the thickness of the first flitch 4, highly equal the height of stair tread formwork 5), front a kind of mode stability directly plugged together by sheet material 3 is higher, simultaneous adaptation different in width stair are constructed, but the spacing of transverse direction will be almost, sideslip may be formed under minority special case, rear a kind of mode poor rigidity a bit, but it is very accurate after coordinating, construction quality and size can be ensured preferably simultaneously, there will not be the sideslip of the stair tread formwork 5 in front a kind of mode, the cutting section of stair tread formwork 5 all adopts varnish brushing to seal, anti-sealing infiltrates in wood materials, improve the number of turnover.
Be equipped with in described stair tread formwork 5 wire drawing bar 6(diameter 12mm), through the gap between two sheet materials 3, wire drawing bar 6 two ends are installed on respectively to the two ends of stair tread formwork 5, preferred structure, parallel between two with two the first flitches 4 to wire drawing bar 6, respectively upper, in, highly stair tread formwork 5 is reinforced for lower three, in some stair construction that rigidity requirement is so not high, then can temporarily not use wire drawing bar 6, whole stair template not necessarily wears wire drawing bar 6 in each stair tread formwork 5, demand according to construction can wear by fixing spacing, in the present embodiment, two, interval stair tread formwork 5 arranges one to wire drawing bar 6, be total up to three to wire drawing bar 6, also the outside of stair tread formwork 5 can be arranged on to wire drawing bar 6, compare and be arranged on inside stair tread formwork 5, protected so not good, life-span is so not long, but also can be effective and (be located in stair tread formwork 5 to wire drawing bar 6, can effectively be protected by stair tread formwork 5, anticorrosion, life-span is longer), it is arranged on stair tread formwork 5 and does not contact concrete one side, also the effect promoting rigidity can be played, when building because concrete, pressure carries out a thrust to stair tread formwork 5 on direction down from stair, under this set structure outside, stair tread formwork 5 two ends can not be arranged on to wire drawing bar 6 two ends, stair side form 2 arranges the corresponding installing hole matched, after to wire drawing bar 6 installation, ensure that its sheet material 3 along stair tread formwork 5 side contacts,
For partial picture, when such as not building, in prior art, the passage that the mobile needs of workman between upper and lower two floors are independent, have employed our this structure, can join in stair tread formwork 5 to wire drawing bar 6, increase Rigidity and strength, when not building, whole stair template can be used as the passage of workman's movement, and there will not be and stepped on the situation of collapsing, add that the overall structure after to wire drawing bar 6 is the part explosive view of 5 as Fig. 5,6, Fig. 6, can see that this assembling is very simple, workman's learning cost is low, and efficiency is high.
As Fig. 7, present embodiment discloses a kind of stair construction method, step is:
A, set up support around stair template;
B, installation stair side form 2 and bed die, after stair side form 2 installation, install stair tread formwork 5, make its connected mode passing through to plug together be arranged on stair side form 2;
C, correction, reinforce installation form;
D, concreting;
E, form removal, when concrete strength meets form removal requirement, first remove stair side form 2 both sides and reinforce wooden a tree, used in making timber for boats, along flitch 7 and lower to flitch 71 in the present embodiment being, remove again in stair tread formwork 2 to wire drawing bar 6, pound out stair tread formwork 5 and stair side form 2, finally remove the bed die of stair.
In step B, before installation stair tread formwork 5 or after stair tread formwork 5 is installed, wear in the middle part of stair tread formwork 5 wire drawing bar 6, wire drawing bar 6 two ends are fixed on to the two ends of stair tread formwork 5, or outside the stair side form 2 at stair tread formwork 5 two ends, in the present embodiment, wire drawing bar 6 two ends are fixed on outside the stair side form 2 at stair tread formwork 5 two ends on along flitch 7 and lower on flitch 71, structure is more scientific, and stair template entirety is more firm.
In steps A, also comprise:
Carry out template processing, stair side form 2 makes material with film coated plate, after cutting out stair side form 2 exterior contour, process the slot be parallel to each other of some equidistant layouts, according to stair dimensioned stair tread formwork 5, process the bulge-structure coordinated with described slot at stair tread formwork 5 two ends.
embodiment 2
In the present embodiment, for be the situation of the other side wall of having constructed of stair, at this moment, the structure of the present embodiment is except identical with the major part in embodiment 1, also different on stair side form 2, is specially,
Stair side form 2 is just one, another function is replaced by side wall, as Fig. 1, side wall arranges hanging structure 1 in parallel to each other with stair side form 2, hanging structure 1 is provided with the second slot 10 plugged together for stair tread formwork 5, the shape of its similar barb, after the end of stair tread formwork 5 coordinates with it, tangle end and play stable effect, simultaneously, barb opening is towards the top of stair template, make stair when building, very scientifically bear from concrete pressure, described stair tread formwork 5 one end plugs together on described stair side form 2, the other end plugs together and on described hanging structure 1 is, the structure of described barb also can be other structures and substitutes, such as the same with side form, slot etc. is set.
Present embodiment discloses a kind of stair construction method of correspondence, for the use of the stair template structure in the present embodiment, the steps include:
A, set up support around stair template;
B, the side form of stair bed die and side is installed, after stair side form 2 installation, stair tread formwork 5 is installed, hanging structure 1 installed by stair side wall, stair tread formwork 5 side plugs together in the slot matched on stair side form 2, and opposite side plugs together on described hanging structure 1;
C, correction, reinforce installation form;
D, concreting.
Claims (6)
1. a stair template, it comprises:
Stair side form and bed die;
Stair tread formwork, some described stair tread formwork are installed on stair side form;
It is characterized in that,
Described stair side form is distributed with some first slots, and one end of described stair tread formwork or two ends are plugged together by described first slot and stair side form, and inserting position is bonding or buckle structure is spacing by glue.
2. stair template according to claim 1, is characterized in that, described stair side form quantity is two, arranged in parallel, and described stair tread formwork two ends plug together respectively on two described stair side forms.
3. stair template according to claim 1, is characterized in that, also comprises:
Hanging structure, it is arranged on the other side wall of stair, and hanging structure is provided with the second slot plugged together for stair tread formwork, described stair side form quantity is one, described stair tread formwork one end plugs together on described stair side form, and the other end plugs together on described hanging structure.
4. the stair template according to claim 1-3 any one, it is characterized in that, the lateral surface of described stair side form is provided with the flitch for reinforcing, comprise along flitch and lower to flitch, on reinforce along flitch along the top edge of stair side form, the lower lower limb along flitch along stair side form is reinforced, on along flitch with to be fixedly connected with along between flitch by reinforcing flitch down.
5. the stair template according to Claims 2 or 3, is characterized in that, described stair tread formwork comprises two-layer sheet material, and two-layer sheet material is by being laterally fixedly connected with along the flitch being located at the upper and lower edge of sheet material.
6. stair template according to claim 5, is characterized in that, is equipped with wire drawing bar in described stair tread formwork, wire drawing bar two ends is installed on respectively to the two ends of stair tread formwork, or outside the stair side form at stair tread formwork two ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520717810.9U CN204920213U (en) | 2015-09-15 | 2015-09-15 | Stair template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520717810.9U CN204920213U (en) | 2015-09-15 | 2015-09-15 | Stair template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204920213U true CN204920213U (en) | 2015-12-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520717810.9U Active CN204920213U (en) | 2015-09-15 | 2015-09-15 | Stair template |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988529A (en) * | 2017-05-02 | 2017-07-28 | 闫相明 | A kind of stair template structure and the stair construction method using the formwork structure |
| CN110029819A (en) * | 2019-04-30 | 2019-07-19 | 中国十七冶集团有限公司 | A kind of construction method of cast-in-situ steel reinforced concrete stair bench |
-
2015
- 2015-09-15 CN CN201520717810.9U patent/CN204920213U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988529A (en) * | 2017-05-02 | 2017-07-28 | 闫相明 | A kind of stair template structure and the stair construction method using the formwork structure |
| CN106988529B (en) * | 2017-05-02 | 2018-12-25 | 闫相明 | A kind of stair template structure and the stair construction method using the formwork structure |
| CN110029819A (en) * | 2019-04-30 | 2019-07-19 | 中国十七冶集团有限公司 | A kind of construction method of cast-in-situ steel reinforced concrete stair bench |
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