CN105804396B - A kind of non-type, template system precast stair bench and construction can be had enough to meet the need - Google Patents
A kind of non-type, template system precast stair bench and construction can be had enough to meet the need Download PDFInfo
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- CN105804396B CN105804396B CN201610197570.3A CN201610197570A CN105804396B CN 105804396 B CN105804396 B CN 105804396B CN 201610197570 A CN201610197570 A CN 201610197570A CN 105804396 B CN105804396 B CN 105804396B
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- angle bar
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
- E04G13/062—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall for stairs or steps
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- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Steps, Ramps, And Handrails (AREA)
Abstract
A kind of non-type, template system precast stair bench and construction can be had enough to meet the need, its composition includes：Overall staircase boards that pedestal, the bed die being fixed on pedestal, single step plate are combined into, combination fixed mount, the staircase boards coordinate vertically to be installed on the bed die, fixed mount is combined described in one group and is fixed on the upper of the staircase boards in the horizontal direction, it is identical along the distance of the staircase boards vertical direction between each combination fixed mount.The present invention has carried out Summary on technology and innovation, using non-type, can have enough to meet the need template system, it is prefabricated that job site carries out bench, on the premise of bench concrete formation quality is ensured, effectively shorten the duration, reduce construction cost, while reduce live building waste discharge.
Description
Technical field
The present invention relates to the realm of building construction, particularly relates to a kind of non-type, can have enough to meet the need template system precast stair bench
And construction.
Background technology
Currently, reinforced concrete stairs bench generally uses cast-in-place mode in architectural engineering, and formwork erection is complicated, by the external world
Such environmental effects are big, and concrete appearance Forming Quality is difficult to ensure that, it is necessary to which the long period is conserved, and form removal before can not
For transport channel, this have impact on the duration to a certain extent.
The prefabricated bench production efficiency of batch production is high, and component quality is easily controllable, but the input such as original equipment, factory building and operation
Cost is high, and on the premise of no mandatory popularization policy or subsidy, prefabricated components factory quantity and scale can not meet existing
Requirement of engineering.
The content of the invention
Outward appearance Forming Quality is difficult to ensure that, it is necessary to the long period is conserved the present invention to solve in the prior art, production
The problem of cost is high, proposes a kind of non-type, template system precast stair bench and construction can be had enough to meet the need.
The technical proposal of the invention is realized in this way：
A kind of non-type, template system precast stair bench and construction can be had enough to meet the need, its composition includes：Pedestal, consolidate
Overall staircase boards that bed die, the single step plate being scheduled on pedestal are combined into, combination fixed mount, the staircase boards coordinate installation vertically
Fixed mount is combined onto the bed die, described in one group to be fixed in the horizontal direction on the staircase boards, each combination is fixed
It is identical along the distance of the staircase boards vertical direction between frame.
The combination fixed mount includes：Rectangular steel master is stupefied, short square steel master is stupefied, 90 ° of angle bar time are stupefied, long angle bar connects strut,
Clip connection strut, clip pressing plate, long angle bar pressing plate, angle bar connector, L-type bolt, U-bolt A, U-bolt B, one
Font bolt, the rectangular steel master is stupefied including horizontal segment and tilting section, and 90 ° of angle bar time are stupefied to be fixed to the step plate every step
On, stupefied horizontally fixed, the U-bolt A 90 ° of angle bar time of the step plate both sides are stupefied of the rectangular steel master
Through the stupefied perforate of the rectangular steel master and 90 ° of angle bar it is time stupefied after fixed by nut and the long angle bar pressing plate, the U
The type bolt A and rectangular steel master stupefied and described 90 ° of angle bar time are stupefied is respectively provided with timber wedge between the long angle bar pressing plate, described
Staircase boards opposite side sets vertical timber, and the rectangular steel master is stupefied to be fixed on the timber, and the two of the staircase boards both sides
Individual described rectangular steel master is stupefied horizontal and in opposite direction；The short stupefied end of square steel master passes through angle bar connector and the clip
Strut and the stupefied fixation of rectangular steel master are connected, the clip connection strut is fixed on the rectangular steel master by U-bolt A
On stupefied, the short square steel master is stupefied parallel with the tilting section that the rectangular steel master of the flat side of the staircase boards is stupefied, described described short
The stupefied lumps of wood for being provided with wooden wedge and fixing with the stupefied tilting section of rectangular steel master of square steel master, the lumps of wood pass through L-type bolt
Pin shaft thread is fixed, and the stupefied other end of the short square steel master is connected with the afterbody of the stupefied horizontal segment of rectangular steel master by long angle bar
Strut is fixed, and the long angle bar connection strut passes through U-bolt B and the stupefied fixation of rectangular steel master.
L-type bolt described in one group is bolted on the rectangular steel master is stupefied, the rectangular steel master is stupefied to pass through L-type bolt
Fixed with the timber positioned at the flat side of the staircase boards, the L-type bolt is fixed by wood screw and the timber.
The U-bolt A includes clip pressing plate and U-shaped leading screw, and the U-bolt B includes long angle bar pressing plate and U-shaped silk
Thick stick, the U-bolt A pass through nut and the long angle after passing through the stupefied perforate of the rectangular steel master and 90 ° of angle bar time stupefied
Iron pressing plate is fixed, and the U-bolt A and the rectangular steel master stupefied and described 90 ° of angle bar time are stupefied between the long angle bar pressing plate
It is respectively provided with timber wedge.
The rectangular steel master is stupefied, the stupefied short square steel master is that stupefied 90 ° of angle bar time are two with the square steel to perforation
The L-shaped angle steel of perforate, the clip connection strut are the angle steel of two perforates in one end, and described two have got out elongate holes, institute
It is the threaded angle steel in one side to state L-type bolt, the U-bolt A and the U-bolt B U-shaped leading screw that to be specification different.
A kind of non-type, template system precast stair bench and construction can be had enough to meet the need, its step includes：
（1）Template system makes；
（2）Template system is installed；
（3）Reinforcing bar colligation, operated on pedestal during colligation；
（4）Installation of embedded parts, set aside pre-embedded pin shaft hole, hole for hoist, demoulding suspension hook, preformed hole use PVC, and both ends are used
Tape-stripping；Or the sub- preformed hole of tub is used, it is temporarily fixed on two side templates with wood screw, after concreting is complete, is taken
Go out wood screw and chisel out tub；
（5）Examination, Feng Mo, reinforcing, bench side form and two end moulds are installed, and added using stupefied 4 split bolt of rectangular steel master
Gu；
（6）Concreting, blocked in template both sides, prevent concreting from, to the reinforcing fitting of both sides, pouring, supporting
Protect concrete；
（7）The demoulding；Bench template and end mould are removed, is used in turn;
（8）Lifting, stack.
A kind of non-type, the construction that the pre- stair bench template of template system can be had enough to meet the need, the template system installation step
Suddenly include：
（1）Make concrete pedestal or the lumps of wood and form assembly pedestal；
（2）Sanction saw is carried out according to the size selection template of stair bench, the size of bed die need to strictly be cut；
（3）On the pedestal constructed, the bed die for cutting out sawed is nailed；
（4）Step plate is combined into entirety, and fixed temporarily；
（5）It is fixed on the step plate spelled using wood screw every step on step plate shuttering supporting 90 ° of angle bar time are stupefied,
Bottom accessory away from bottom 150mm, top accessory away from top 200mm, middle part accessory away from upper and lower accessory apart from equal, it is true per row of accessories
Protect in same level；
（6）Rectangular steel master it is stupefied be shelved on 90 ° of angle bar having fixed time it is stupefied on, then using step（5）In method
Time stupefied second half of 90 ° of angle bar is fixed on and marked time in template；90 ° of stupefied each positions stupefied with rectangular steel master of angle bar time will paste
Tightly, it is using long angle bar pressing plate, U-bolt A and timber wedge that each node bolt is tight；
（7）Using short square steel master is stupefied, long angle bar connection strut, clip connection strut, U-bolt B, clip pressing plate,
The fixed system of yi word pattern bolted fittings assembly gangboard end, step surface template assembly are completed；
（8）Using rectangular steel master is stupefied, long angle bar connection strut, clip connection strut, clip pressing plate, U-bolt B are spelled
Bench side form is dressed up, the rectangular steel master of both sides is stupefied will to be maintained at same level and reliably connect into an entirety；
（9）It is stand-by by the sawed two pieces of ends mould of drawing size, through step（7）, step（8）Manufactured bench template and end mould
Clean out, brushing releasing agent；Step（7）Middle support bench template is hung on pedestal, and is fixed temporarily.
The beneficial effects of the invention are as follows：
1. bench is prefabricated in advance at the construction field (site), batch production, bench can be criticized in advance at the construction field (site) prior to agent structure
Amount makes, and compared with the cast-in-place bench of tradition, can ensure concreting and outward appearance Forming Quality, reduces labour's input and material
Material wastes, and reduces construction cost, reduces live building waste discharge；Compared with the production of batch production prefabricated bench, reduce equipment and
Place is put into, and saves component conveying process, reduces cost of transportation.
2. form bracing system makes simply, fast, to different bench strong adaptabilities, plank sheathing is changed convenient.Template branch
Support body system uses conventional section steel manufacture, and scene is easy to process, quick for installation；Non-typeization designs, and is marked time suitable for difference several
Bench, and can be finely adjusted according to size of marking time.Bench is marked time using plank sheathing, and it is convenient partly or wholly to change.
3. bench concrete is poured using common process, conserved, bench concrete can be as needed, using Field Force,
Equipment, avoid high temperature, the heavy rain period selects a good opportunity and poured；Watering natural curing after the completion of pouring, without carrying out steam curing etc.
Complicated procedures of forming.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the structural representation of present invention combination fixed mount；
Fig. 2 is the overall schematic of the present invention；
Fig. 3 is the stupefied structural representation of rectangular steel master of the present invention；
Fig. 4 is the stupefied structural representation of the short square steel master of the present invention；
Fig. 5 is the structural representation of L-type bolt of the present invention；
Fig. 6 is the structural representation that the long angle bar of the present invention connects strut；
Fig. 7 is the structural representation that clip of the present invention connects strut；
Fig. 8 is the structural representation of clip pressing plate of the present invention；
Fig. 9 is the structural representation of the U-shaped leading screw of the present invention；
Figure 10 is U-bolt A of the present invention structural representation；
Figure 11 is U-bolt B of the present invention structural representation.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not paid
Embodiment, belong to the scope of protection of the invention.
As shown in figure 1, a kind of non-type, can have enough to meet the need template system precast stair bench and construction, it forms bag
Include：Overall staircase boards that pedestal 16, the bed die 15 being fixed on pedestal, single step plate 6 are combined into, combination fixed mount 14, it is described
Staircase boards coordinate vertically to be installed on the bed die 15, and fixed mount 14 is combined described in one group and is fixed on the stair in the horizontal direction
It is identical along the distance of the staircase boards vertical direction between each combination fixed mount on plate.
The combination fixed mount includes：Rectangular steel master is stupefied 1, short square steel master stupefied 2,90 ° of angle bar time stupefied 3, the connection support of long angle bar
Bar 4, clip connection strut 5, clip pressing plate 7, long angle bar pressing plate 8, angle bar connector 9, L-type bolt 10, U-bolt A11,
U-bolt B 12, yi word pattern bolt 13, the rectangular steel master stupefied 1 include horizontal segment and tilting section, 90 ° of angle bar time stupefied 3 every
Step is fixed on the step plate 6, and the rectangular steel master stupefied 1 is horizontally in 90 ° of angle bar of the both sides of step plate 6
Fixed on stupefied 3, the U-bolt A 11 passes through spiral shell after the perforate and 90 ° of angle bar time stupefied 3 through the rectangular steel master stupefied 1
It is female to be fixed with the long angle bar pressing plate 8, the U-bolt A 11 and the rectangular steel master stupefied 1 and 90 ° of angle bar time stupefied 3 with
Timber wedge 17 is respectively provided between the long angle bar pressing plate 8, vertical timber, the rectangular steel master are set in the staircase boards opposite side
Stupefied 1 is fixed on the timber, and the rectangular steel master described in two of the staircase boards both sides stupefied 1 is horizontal and in opposite direction；It is described
Short stupefied 2 end of square steel master connects strut 5 by angle bar connector 9 and the clip and fixed with the rectangular steel master stupefied 1, described
Clip connection strut 5 is fixed on the rectangular steel master stupefied 1 by U-bolt A, the short square steel master stupefied 2 and the stair
The tilting section of the rectangular steel master stupefied 1 of the flat side of plate is parallel, in the short square steel master stupefied 2 and stupefied 1 tilting section of the rectangular steel master
Be provided with wooden wedge 19 and the fixed lumps of wood 20, the lumps of wood is fixed by L-type bolt pin shaft thread, and the short square steel master is stupefied
2 other end is connected strut 4 by long angle bar with the afterbody of stupefied 1 horizontal segment of the rectangular steel master and fixed, the long angle bar connection
Strut 4 passes through U-bolt B and the stupefied fixation of rectangular steel master.
L-type bolt 10 described in one group is bolted on the rectangular steel master stupefied 1, the rectangular steel master stupefied 1 passes through L-type
Bolt 10 is fixed with the timber positioned at the flat side of the staircase boards, and the L-type bolt is fixed by wood screw and the timber.
The U-bolt A includes clip pressing plate 7 and U-shaped leading screw, and the U-bolt B includes long angle bar pressing plate 8 and U-shaped
Leading screw, the U-bolt A pass through nut and the length after passing through the stupefied perforate of the rectangular steel master and 90 ° of angle bar time stupefied
Angle bar pressing plate is fixed, the U-bolt A and the rectangular steel master stupefied and described 90 ° of angle bar time be stupefied and the long angle bar pressing plate it
Between be respectively provided with timber wedge 17.
The rectangular steel master is stupefied, the stupefied short square steel master is that stupefied 90 ° of angle bar time are two with the square steel to perforation
The L-shaped angle steel of perforate, the clip connection strut are the angle steel of two perforates in one end, and described two have got out elongate holes, institute
It is the threaded angle steel in one side to state L-type bolt, the U-bolt A and the U-bolt B U-shaped leading screw that to be specification different.
A kind of non-type, template system precast stair bench and construction can be had enough to meet the need, its step includes：
（1）Template system makes；
（2）Template system is installed；
（3）Reinforcing bar colligation, operated on pedestal during colligation；
（4）Installation of embedded parts, set aside pre-embedded pin shaft hole, hole for hoist, demoulding suspension hook, preformed hole use PVC, and both ends are used
Tape-stripping；Or the sub- preformed hole of tub is used, it is temporarily fixed on two side templates with wood screw, after concreting is complete, is taken
Go out wood screw and chisel out tub；
（5）Examination, Feng Mo, reinforcing, bench side form and two end moulds are installed, and added using stupefied 4 split bolt of rectangular steel master
Gu；
（6）Concreting, blocked in template both sides, prevent concreting from, to the reinforcing fitting of both sides, pouring, supporting
Protect concrete；
（7）The demoulding；Bench template and end mould are removed, is used in turn;
（8）Lifting, stack.
A kind of non-type, the construction that the pre- stair bench template of template system can be had enough to meet the need, it is characterised in that：The template
System installation steps include：
（1）Make concrete pedestal or the lumps of wood and form assembly pedestal；
（2）Sanction saw is carried out according to the size selection template of stair bench, the size of bed die need to strictly be cut；
（3）On the pedestal constructed, the bed die for cutting out sawed is nailed；
（4）Step plate is combined into entirety, and fixed temporarily；
（5）It is fixed on the step plate spelled using wood screw every step on step plate shuttering supporting 90 ° of angle bar time are stupefied,
Bottom accessory away from bottom 150mm, top accessory away from top 200mm, middle part accessory away from upper and lower accessory apart from equal, it is true per row of accessories
Protect in same level；
（6）Rectangular steel master it is stupefied be shelved on 90 ° of angle bar having fixed time it is stupefied on, then using step（5）In method
Time stupefied second half of 90 ° of angle bar is fixed on and marked time in template；90 ° of stupefied each positions stupefied with rectangular steel master of angle bar time will paste
Tightly, it is using long angle bar pressing plate, U-bolt A and timber wedge that each node bolt is tight；
（7）Using short square steel master is stupefied, long angle bar connection strut, clip connection strut, U-bolt B, clip pressing plate,
The fixed system of yi word pattern bolted fittings assembly gangboard end, step surface template assembly are completed；
（8）Using rectangular steel master is stupefied, long angle bar connection strut, clip connection strut, clip pressing plate, U-bolt B are spelled
Bench side form is dressed up, the rectangular steel master of both sides is stupefied will to be maintained at same level and reliably connect into an entirety；
（9）It is stand-by by the sawed two pieces of ends mould of drawing size, through step（7）, step（8）Manufactured bench template and end mould
Clean out, brushing releasing agent；Step（7）Middle support bench template is hung on pedestal, and is fixed temporarily.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
God any modification, equivalent substitution and improvements made etc., should be included in the scope of the protection with principle.
Claims (5)
1. a kind of non-type, can have enough to meet the need template system precast stair bench template, its composition includes：Pedestal, it is fixed on pedestal
Bed die, single step plate be combined into overall staircase boards, combination fixed mount, it is characterised in that：The staircase boards coordinate peace vertically
It is attached on the bed die, fixed mount is combined described in one group and is fixed in the horizontal direction on the staircase boards, each combination is solid
Determine identical along the distance of the staircase boards vertical direction between frame, the combination fixed mount includes：Rectangular steel master is stupefied, short square steel master
Stupefied, secondary stupefied, the long angle bar connection strut of 90 ° of angle bar, clip connection strut, clip pressing plate, long angle bar pressing plate, angle bar connection
Part, L-type bolt, U-bolt A, U-bolt B, yi word pattern bolt, the rectangular steel master is stupefied including horizontal segment and tilting section, described
90 ° of angle bar time are stupefied to be fixed on the step plate every step, and the rectangular steel master is stupefied horizontally in the institute of the step plate both sides
The stupefied upper fixation of 90 ° of angle bar time is stated, the U-bolt A is stupefied rear logical through the stupefied perforate of the rectangular steel master and 90 ° of angle bar time
Cross nut to fix with the long angle bar pressing plate, the U-bolt A and the stupefied and institute of the rectangular steel master stupefied and described 90 ° of angle bar time
State and be respectively provided with timber wedge between long angle bar pressing plate, vertical timber is set in the staircase boards opposite side, the rectangular steel master is stupefied solid
Determine onto the timber, the rectangular steel master described in two of the staircase boards both sides is stupefied horizontal and in opposite direction；The short square steel
Main stupefied end connects strut and the stupefied fixation of rectangular steel master, the clip connection by angle bar connector and the clip
Strut by U-bolt A be fixed on the rectangular steel master it is stupefied on, the short square steel master is stupefied with the length of the flat side of the staircase boards
The stupefied tilting section of square steel master is parallel, in stupefied being provided with wooden wedge and consolidate with the stupefied tilting section of rectangular steel master of the short square steel master
The fixed lumps of wood, the lumps of wood are fixed by L-type bolt pin shaft thread, the stupefied other end of the short square steel master and the rectangular steel master
The afterbody of stupefied horizontal segment connects strut by long angle bar and fixed, the long angle bar connection strut by U-bolt B with it is described rectangular
The stupefied fixation of steel master.
2. non-type according to claim 1, template system precast stair bench template can be had enough to meet the need, it is characterised in that：Institute
State rectangular steel master it is stupefied on be bolted L-type bolt described in one group, the rectangular steel master it is stupefied by L-type bolt with positioned at described
The timber of the flat side of staircase boards is fixed, and the L-type bolt is fixed by wood screw and the timber.
3. non-type according to claim 1, template system precast stair bench template can be had enough to meet the need, it is characterised in that：Institute
Stating U-bolt A includes clip pressing plate and U-shaped leading screw, and the U-bolt B includes long angle bar pressing plate and U-shaped leading screw, described U-shaped
Bolt A is fixed after passing through the stupefied perforate of the rectangular steel master and 90 ° of angle bar time stupefied by nut and the long angle bar pressing plate,
The U-bolt A and rectangular steel master stupefied and described 90 ° of angle bar time are stupefied is respectively provided with timber wedge between the long angle bar pressing plate.
4. non-type according to claim 1, template system precast stair bench template can be had enough to meet the need, it is characterised in that：Institute
To state that rectangular steel master is stupefied, the short square steel master is stupefied be that 90 ° of angle bar time are stupefied with the square steel to perforation be two perforates L-shaped
Angle steel, the clip connection strut are the angle steel of two perforates in one end, and described two have got out elongate holes, the L-type bolt
For the threaded angle steel in one side, the U-bolt A and the U-bolt B U-shaped leading screw that to be specification different.
5. a kind of non-type, the construction that template system precast stair bench template can be had enough to meet the need, it is characterised in that：Its step bag
Include：
（1）Template system makes；
（2）Template system is installed；
（3）Reinforcing bar colligation, operated on pedestal during colligation；
（4）Installation of embedded parts, set aside pre-embedded pin shaft hole, hole for hoist, demoulding suspension hook, preformed hole use PVC, both ends adhesive tape
Paste；Or the sub- preformed hole of tub is used, it is temporarily fixed on wood screw on two side templates, after concreting is complete, takes out wood
Screw simultaneously chisels out tub；
（5）Examination, Feng Mo, reinforcing, bench side form and two end moulds are installed, and reinforced using stupefied 4 split bolt of rectangular steel master；
（6）Concreting, blocked in template both sides, prevent concreting to the reinforcing fitting of both sides, poured, conserve and mix
Solidifying soil；
（7）The demoulding；Bench template and end mould are removed, is used in turn；
（8）Lifting, stack；
The step（2）In template system installation it is further comprising the steps of：
（1）Make concrete pedestal or the lumps of wood and form assembly pedestal；
（2）Sanction saw is carried out according to the size selection template of stair bench, the size of bed die need to strictly be cut；
（3）On the pedestal constructed, the bed die for cutting out sawed is nailed；
（4）Step plate is combined into entirety, and fixed temporarily；
（5）It is fixed on the step plate spelled using wood screw every step on step plate shuttering supporting 90 ° of angle bar time are stupefied, bottom
Accessory is away from bottom 150mm, and away from top 200mm, middle part accessory apart from equal, ensures top accessory away from upper and lower accessory per row of accessories
In same level；
（6）Rectangular steel master it is stupefied be shelved on 90 ° of angle bar having fixed time it is stupefied on, then using step（5）In method 90 °
Time stupefied second half of angle bar, which is fixed on, marks time in template；90 ° of stupefied each positions stupefied with rectangular steel master of angle bar time will be adjacent to, and be used
Long angle bar pressing plate, U-bolt A and timber wedge are tight each node bolt；
（7）Using short square steel master is stupefied, long angle bar connection strut, clip connection strut, U-bolt B, clip pressing plate, a word
The fixed system of type bolted fittings assembly gangboard end, step surface template assembly are completed；
（8）Using rectangular steel master is stupefied, long angle bar connection strut, clip connection strut, clip pressing plate, U-bolt B are assembled into
Bench side form, the rectangular steel master of both sides is stupefied will to be maintained at same level and reliably connect into an entirety；
（9）It is stand-by by the sawed two pieces of ends mould of drawing size, through step（7）, step（8）Manufactured bench template and end mould cleaning
Totally, brushing releasing agent；Step（7）Middle support bench template is hung on pedestal, and is fixed temporarily.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610197570.3A CN105804396B (en) | 2016-03-31 | 2016-03-31 | A kind of non-type, template system precast stair bench and construction can be had enough to meet the need |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610197570.3A CN105804396B (en) | 2016-03-31 | 2016-03-31 | A kind of non-type, template system precast stair bench and construction can be had enough to meet the need |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105804396A CN105804396A (en) | 2016-07-27 |
| CN105804396B true CN105804396B (en) | 2018-02-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610197570.3A Active CN105804396B (en) | 2016-03-31 | 2016-03-31 | A kind of non-type, template system precast stair bench and construction can be had enough to meet the need |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639196A (en) * | 2016-08-31 | 2017-05-10 | 江西建工第建筑有限责任公司 | Construction method for cast-in-place slab staircase with the lower end provided with steel plate sliding support |
| CN106346596A (en) * | 2016-09-14 | 2017-01-25 | 晟通科技集团有限公司 | Precast stair template matching system |
| CN108560842B (en) * | 2018-06-01 | 2020-05-15 | 孟凡林 | Precast concrete stair section with multipurpose holes and preparation and application thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202170607U (en) * | 2011-08-04 | 2012-03-21 | 中国京冶工程技术有限公司 | Section-prefabricated concrete stair |
| CN203957083U (en) * | 2014-05-30 | 2014-11-26 | 北京诚丰建材制品有限公司 | Slip precast stair mould |
| CN204019700U (en) * | 2014-06-16 | 2014-12-17 | 上海拜杰实业有限公司 | Stair prefabricated components mould |
| CN204370727U (en) * | 2014-12-01 | 2015-06-03 | 河南亚鹰钢结构幕墙工程有限公司 | Precast stair unit and use the staristep of this stairway unit |
| CN204622272U (en) * | 2015-05-15 | 2015-09-09 | 内蒙古蒙西工程设计有限公司 | A kind of adjustable prefabricated waist slab steel mold |
| CN204781954U (en) * | 2015-06-05 | 2015-11-18 | 中国建筑第二工程局有限公司 | Prefabricated stair template of marking time |
| CN205476468U (en) * | 2016-03-31 | 2016-08-17 | 中国建筑第七工程局有限公司 | Non - design, can all rotary die plate bodys be prefabricated staircase bench template |
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2016
- 2016-03-31 CN CN201610197570.3A patent/CN105804396B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202170607U (en) * | 2011-08-04 | 2012-03-21 | 中国京冶工程技术有限公司 | Section-prefabricated concrete stair |
| CN203957083U (en) * | 2014-05-30 | 2014-11-26 | 北京诚丰建材制品有限公司 | Slip precast stair mould |
| CN204019700U (en) * | 2014-06-16 | 2014-12-17 | 上海拜杰实业有限公司 | Stair prefabricated components mould |
| CN204370727U (en) * | 2014-12-01 | 2015-06-03 | 河南亚鹰钢结构幕墙工程有限公司 | Precast stair unit and use the staristep of this stairway unit |
| CN204622272U (en) * | 2015-05-15 | 2015-09-09 | 内蒙古蒙西工程设计有限公司 | A kind of adjustable prefabricated waist slab steel mold |
| CN204781954U (en) * | 2015-06-05 | 2015-11-18 | 中国建筑第二工程局有限公司 | Prefabricated stair template of marking time |
| CN205476468U (en) * | 2016-03-31 | 2016-08-17 | 中国建筑第七工程局有限公司 | Non - design, can all rotary die plate bodys be prefabricated staircase bench template |
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| CN105804396A (en) | 2016-07-27 |
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