CN205444887U - Slope roofing template system - Google Patents
Slope roofing template system Download PDFInfo
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- CN205444887U CN205444887U CN201521082844.1U CN201521082844U CN205444887U CN 205444887 U CN205444887 U CN 205444887U CN 201521082844 U CN201521082844 U CN 201521082844U CN 205444887 U CN205444887 U CN 205444887U
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Abstract
The utility model belongs to building construction field especially relates to slope roofing template system. The shaping wall that has predetermined camber on two adjacent stencil assembly is adjacent, and ten percent profile is formed to all stencil assembly's shaping wall, establishes the roof boarding becoming the profile upper berth, the first space of building of the sloping roofing that can obtain to be used for the shaping to have camber. This slope roofing template system props up and establishes easily, and the concrete shaping is of high quality, is applicable to the cast -in -place camber concrete slope roofing of taking, still is applicable to and involves the sloping roofing that special -shaped roofing is in large quantity and the molding is complicated.
Description
Technical field
This utility model belongs to the realm of building construction, particularly relates to pitched roof template system.
Background technology
At present, the pitched roof of band curvature, particularly, relate to the abnormity pitched roof that roofing quantity is many and moulding is complicated, because in view of formwork erection difficulty, concrete formation is of poor quality, mostly being designed as steel construction moulding, cast-in-place band curvature concrete pitched roof technology there is no ripe case can be for reference.
Utility model content
The purpose of this utility model is to provide a kind of pitched roof template system, it is intended to existing pitched roof template system is difficult to obtain out the technical problem of the pitched roof of the good band curvature of Forming Quality.
This utility model is realized in, a kind of pitched roof template system, including some template assemblies, each described template assembly is respectively provided with the forming wall of predetermined curvature, the forming wall of adjacent two described template assemblies is adjacent, and the forming wall of all described template assemblies forms a forming surface, described pitched roof template system also includes the roof boarding being layed in described forming surface, and the upside of described roof boarding forms the first casting space for molding pitched roof.
Further, each described template assembly all includes the some wedged templates in column-shaped, described wedged template has the sub-wall of molding of predetermined curvature, the sub-wall of molding of all described wedged template in each described template assembly is towards identical, and the sub-wall of molding of all described wedged template in this template assembly forms the forming wall of this template assembly.
Further, in each described template assembly, the adjacent described wedged template of every at least two is fixing to be connected, and the adjacent wedged template of this at least two forms a modular unit, some described modular units are column-shaped distribution, and two adjacent described modular units are arranged separately.
Further, also include that the master for fixing described wedged template is stupefied and be fixedly connected on described master stupefied on secondary stupefied.
Further, described roof boarding offers for making the diastrophic crack of this roof boarding departing from the side of described template assembly.
Further, the forming wall of all described template assemblies is herringbone distribution.
Further, also including the support system with some supporting layers, described template assembly one_to_one corresponding is fixedly installed on each supporting layer of described support system.
Further, also including being fixedly installed in the beam bottom mother plate on described support system and side template, described beam bottom mother plate and side template enclose and form the second casting space set a roof beam in place for shaping frame, and described first casting space is connected with described second casting space.
Further, the diagonal brace for supporting described side template is also included.
Further, the wire gauze being arranged in described first casting space is also included.
This utility model having the technical effect that relative to prior art, the forming wall on adjacent two template assemblies with predetermined curvature is adjacent, the forming wall of all template assemblies forms a forming surface, forming surface is laid roof boarding, is i.e. available for the molding the first casting space with the pitched roof of curvature.This pitched roof template system installs easily, and concrete formation quality is good, it is adaptable to cast-in-place band curvature concrete pitched roof, applies also for relating to the abnormity pitched roof that roofing quantity is many and moulding is complicated.
Accompanying drawing explanation
Fig. 1 is the post site plan of application in the pitched roof template system that this utility model embodiment provides；
Fig. 2 a is the post drawing of Fig. 1；Fig. 2 b is that the post mould of Fig. 1 reinforces schematic diagram；
Fig. 3 is that the structure of Vierendeel girder and pitched roof is arranged and arrangement of reinforcement；
Fig. 4 is the elevation of the pitched roof template system that this utility model embodiment provides；
Fig. 5 a, Fig. 5 b, Fig. 5 c, Fig. 5 d, Fig. 5 e, Fig. 5 f are the making figures of each wedged template applied in the pitched roof template system of Fig. 4；
Fig. 6 a, Fig. 6 b, Fig. 6 c, Fig. 6 d, Fig. 6 e, Fig. 6 f are the structure charts of each wedged template applied in the pitched roof template system of Fig. 4；
Fig. 7 is the site plan of the vertical rod applied in the pitched roof template system of Fig. 4；
Fig. 8 is the floor map of the supporting layer of the shadow region of Fig. 7；
Fig. 9 is the partial sectional view along line A-A of Fig. 3；
Figure 10 is the figure that cracks of the roof boarding applied in the pitched roof template system of Fig. 4；
Figure 11 is the scattergram of the wire gauze applied in the pitched roof template system of Fig. 4；
Figure 12 is the sectional view along line B-B of Figure 11；
Figure 13 is the installation diagram of beam bottom mother plate, side template and the diagonal brace applied in the pitched roof template system of Fig. 4；
Figure 14 a is the structure chart of the reinforcing bar spike applied in the pitched roof template system of Fig. 4；Figure 14 b is the installation diagram of reinforcing bar spike；
Figure 15 a is the folding girder construction figure applied in the pitched roof template system of Fig. 4；Figure 15 b is the folded structure figure applied in the pitched roof template system of Fig. 4；
Figure 16 a is the side bar weldering and lap-welded location figure applied in the pitched roof template system of Fig. 4；Figure 16 b is the sectional view of Figure 16 a；
Figure 17 be Fig. 4 pitched roof template system in the ridge seat belt system of application hang crotch schematic diagram；
Figure 18 is the sectional view along line C-C of Figure 17.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with drawings and Examples, this utility model is further elaborated.Should be appreciated that specific embodiment described herein, only in order to explain this utility model, is not used to limit this utility model.
Refer to Fig. 3, Fig. 4, Figure 10, the pitched roof template system that this utility model embodiment provides, including some template assemblies 30, each template assembly 30 is respectively provided with the forming wall 301 of predetermined curvature, the forming wall 301 of adjacent two template assemblies 30 is adjacent, and the forming wall 301 of all template assemblies 30 forms a forming surface, pitched roof template system also includes the roof boarding 41 being layed in forming surface, and the upside of roof boarding 41 forms the first casting space 40 for molding pitched roof 92.
The forming wall 301 on adjacent two template assemblies 30 with predetermined curvature is adjacent, the forming wall 301 of all template assemblies 30 forms a forming surface, forming surface is laid roof boarding 41, is i.e. available for the molding the first casting space 40 with the pitched roof 92 of curvature.This pitched roof template system installs easily, and concrete formation quality is good, it is adaptable to cast-in-place band curvature concrete pitched roof, applies also for relating to the abnormity pitched roof that roofing quantity is many and moulding is complicated.
The construction process of pitched roof template system is: support system 10 is set up, and template assembly 30 installs, and concrete-bar component is installed, and concrete placings, template assembly 30 is removed.In the present embodiment, please refer to Fig. 1, Fig. 2, pitched roof template system has six roots of sensation post 93, for reinforced concrete structure.Post 93 mould uses step fastener to reinforce.Wherein, support system 10 and concrete-bar component can be prior art.
Further, the forming wall 301 of all template assemblies 30 is distributed in herringbone.Roof boarding 41 is layed on forming wall 301, is i.e. available for the molding the first casting space 40 with the pitched roof 92 of curvature, produce the heavy grade cast-in-place pitched roof of band curvature 92 with the Dai nationality's characteristic.In the present embodiment, pitched roof thickness has 120mm, 130mm, 140mm, 150mm, 160mm five kinds, and slope of roof variation is relatively big, slope of roof scope 14 ° to 60 °.Roof inclined plate structure is complicated, and detail treatment is many, and difficulty of construction is big.It is to be appreciated that this pitched roof template system applies also for various curvature concrete pitched roof or other relate to the abnormity pitched roof that roofing quantity is many and moulding is complicated.
Further, please refer to Fig. 4, Fig. 7, also including the support system 10 with some supporting layers 11, template assembly 30 one_to_one corresponding is fixedly installed on each supporting layer 11 of support system 10.The program is easily assembled.
Further, support system 10 includes some vertical rods 12, the some vertical equity bars 13 being fixedly mounted in vertical rod 12 and the some transverse horizontal bars 14 being fixedly mounted on vertical equity bar 13 of distribution in array-like, and transverse horizontal bar 14 and vertical equity bar 13 form some supporting layers 11.Specifically, support system 10 uses Ф 48.3 × 3.6mm welded still pipe to set up full hall steel pipe scaffold, and vertical rod 12 spacing is no more than 1mx1m.Sweep the floor the liftoff 0.2m of bar 15, vertical equity bar 13 step pitch 1.2m, vertical rod 12 is stretched out top layer horizon bar centrage to the length of the strong point and is not to be exceeded 0.5m, and after levelling of the land, vertical rod 12 lower end uses 50mm (thick) × 200mm (wide) template to make feet.At support body outer periphery and the internal every 6m of vertical, horizontal, the end to top arranging the most vertical bridging, bridging width is 6m.Layer is set in vertical bridging top intersection point plane and bar 15 of sweeping the floor continuous horizontal bridging is set.The periphery of all vertical rods 12 is erected with protective scaffold 16, and protective scaffold 16 plays the effect of going along with sb. to guard him, and prevents high-altitude junk.
After support system 10 is set up, lay wedge template, beam bottom mother plate 21 and side template 22, re-lay roof boarding 41.
Further, please refer to Fig. 6 a to Fig. 6 f, each template assembly 30 all includes the some wedged templates (31a, 31b, 31c, 31d, 31e or 31f) being fixedly mounted on the supporting layer 11 corresponding with this template assembly 30 in column-shaped, wedged template has the sub-wall of the molding (311a, 311b, 311c, 311d, 311e or 311f) of predetermined curvature, the sub-wall of molding of all wedged templates in each template assembly 30 is towards identical, and the sub-wall of molding of all wedged templates in this template assembly 30 forms the forming wall 301 of this template assembly 30.This configuration is easily worked and assembles.
Further, wedged template is to be cut, by plank, the plate formed.This configuration is easily worked, forming.Specifically, it is contemplated that directly make the overall curved template of roofing relatively difficult, construction drawing is carried out Deepen Design, pitched roof 92 template is refined.With the intersection point of roof boarding and Vierendeel girder 91 as starting point, upwards downwards pitched roof 92 template is subdivided into some parts of height to be the wedge template of 600mm and be numbered, such as the second wedge template 31b, the 3rd wedge template 31c, the 4th wedge template 31d, the 5th wedge template 31e.When last block wedge form height is less than 1m, do not subdivide, such as the first wedge template 31a, the 6th wedge template 31f.Wedge template decomposition refinement figure is such as Fig. 6 a to Fig. 6 f.It is to be appreciated that the on-demand wedge template being subdivided into some parts of predetermined altitudes, and combine formation pitched roof wedge template.
Need template curve is positioned after template refinement.Please refer to Fig. 5 a to Fig. 5 f, first in CAD diagram, wedge template being simulated unwrapping wire, draw 10cm × 10cm grid in drawing, align grid horizontal line by wedge template base, measure template curve and each vertical line intersection point distance away from horizontal line, i.e. obtain the location of template curve.Carry out field lofting the most on this basis, cut the making i.e. completing wedge template.
Further, in each template assembly 30, the adjacent wedged template of every at least two is fixing to be connected, and the adjacent wedged template of this at least two forms a modular unit, and some modular units are column-shaped distribution, and two adjacent modular units are arranged separately.This configuration is provided that the structural strength of template assembly.In the present embodiment, the every three pieces of Template nails of wedge template are together as a modular unit, spacing 250mm between modular unit and modular unit.The quantity of the wedged template in each modular unit and the on-demand configuration of spacing of adjacent forms unit.
Further, please refer to Fig. 7, Fig. 8, also include that the master for stationary wedge template is stupefied and be fixedly connected on main stupefied on secondary stupefied.Master is stupefied to be fixedly connected on support system 10.Specifically, template master stupefied employing Ф 48.3 × 3.6mm steel pipe, use fastener to be connected firmly with support scaffolding；Secondary stupefied employing 50*100 wood a tree, used in making timber for boats, spacing 250mm.And firm with main stupefied colligation with No. 12 iron wires, anti-sliding stop.
Further, please refer to Figure 10, roof boarding 41 offers for making this diastrophic crack of roof boarding 41 411 departing from the side of template assembly 30.Template is cracked process, can guarantee that pitched roof 92 curve radian.Specifically, opening one crack 411 along domatic every 150mm, the template degree of depth of cracking determines according to practical situation, coincide as principle with lower curved is stupefied ensureing, the space iron sheet between template seam and seam carries out closed reinforcement.
Further, please refer to Fig. 4, Figure 13, also include beam bottom mother plate 21 and the side template 22 being fixedly installed on support system 10, beam bottom mother plate 21 and side template 22 enclose formed set a roof beam in place for shaping frame 91 the second casting space 20, the first casting space 40 is connected with the second casting space 20.By beam bottom mother plate 21 and side template 22 formed set a roof beam in place for shaping frame 91 the second casting space 20.
Further, the diagonal brace 23 for support beam side template 22 is also included.Specifically, waist rail height 500mm, side template 22 reinforces the mode taking diagonal brace 23 to reinforce, beam bottom mother plate 21 is toward extending out 250mm, setting up one flitch down below, make diagonal brace 23 with 50 × 100 wood a tree, used in making timber for boats between beam bottom mother plate 21 and side template 22, diagonal brace 23 height is 300, horizontal sextant angle 60 °, arrangement pitch 500mm.
Further, also include the beam steel assembly being arranged in the second casting space 20 and be arranged at the plate concrete-bar component in the first casting space 40.
Please refer to Fig. 3, also have lateral pitched roof 92a, lateral pitched roof 92a on herringbone pitched roof 92 opposite sides position are attached with some upper muscle 51 with the external corner of herringbone pitched roof 92.Please refer to Fig. 9, lateral pitched roof 92a upper ledge set a roof beam in place 91 beam steel assembly in, beam main tendon 52 anchor into post 93 or roofing folding beam 94 in.
1, reinforcing bar binding
Slab muscle technology for binding flow process: bullet puts bottom layer of the reinforcing steel position and preformed hole line, puts colligation plate bottom layer of the reinforcing steel, places cushion block, colligation iron railing stool and top bars, lays packway, lay regulation prepared hole die, checks and accepts.
Beam steel bar colligation technological process: bullet puts bottom layer of the reinforcing steel position and preformed hole line, puts beam bottom layer of the reinforcing steel, wears and puts and colligation stirrup, places cushion block, colligation top bars, lays regulation prepared hole die, checks and accepts.
Beam stirrup encrypted area is 1.5 times of deck-moldings, encrypted area stirrup spacing 100mm, non-encrypted area stirrup spacing 200mm；
Beam span is more than 4.5m, by 0.3% arch camber；
During plate reinforcing bar binding, whole reinforcing bar joinings fasten.It should be noted that splayed to be become buckled by the iron wire of adjacent colligation point during colligation, the complete tied silk head of colligation is pressed on baseplate reinforcing bar, and length is consistent, it is ensured that tied silk colligation rule, reinforcing bar unshifts；
Please refer to Figure 14 a, Figure 14 b, should arrange reinforcing bar spike 63 onboard below layer bar-mat reinforcement 61, reinforcing bar spike 63 is arranged in blossom type, to ensure that reinforcement location is correct；The form of reinforcing bar spike 63 is as shown in the table with size, places one every 1m.Its diameter selects C14, and reinforcing bar spike 63 is not directly placed in template, is arranged on above lower floor's bar-mat reinforcement 62 by spacer 64；
The reinforcing bar of plate bottom minor face should be placed on below the reinforcing bar of long limit, and surface layer minor face reinforcing bar is placed on above the reinforcing bar of long limit；
The joint (at crotch overlapping) of beam stirrup answers interlaced arrangement on the longitudinal reinforcement of corner；Stirrup corner and longitudinal reinforcement cross point all should fasten (stirrup straight portion and vertical concrete steel muscle cross point can be spaced and fasten), tie up to buckle should become splayed each other during colligation stirrup；
Beam reinforced steel bar all should colligation after first snap the line, down, upward, steel wire afterbody is consistent with crotch for the crotch of lower floor's muscle, and protective layer cushion block pad puts in place for upper strata muscle crotch；
Plate and beam infall, the reinforcing bar of plate upper, the reinforcing bar of beam under；
When reinforcing bar interts the densest at frame joint, should be specifically noted that the clear distance 30mm to be had between the main muscle of top surface of the beam, in order to casting concrete；
The reinforcing bar of beam makes somebody a mere figurehead colligation on back, the most again dropping place；
Should prevent hydroelectric line from being lifted by reinforcing bar or depressing during beam reinforced steel bar colligation；
Way such as Figure 15 a, Figure 15 b at roofing folding beam 94 and plate knuckle.
2, bar connecting
The bar connecting mode used mainly has colligation overlap joint, overlap welding, straight screw sleeve to connect, and refers to following table.
Table 1-1 beam reinforced steel bar connected mode
1) reinforcing bar binding joint
(1) reinforcing bar binding joint is preferably arranged on stress smaller part, and plate lower floor reinforcing bar is at bearing scope spreading, and top bars is spreading in the range of span centre.Same Reinforcement should not arrange two or more joints.Connector end to reinforcing bar bends up distance a little and is no less than 10 times of bar diameter；
(2) in same component, the colligation lap joint of adjacent Reinforcement the most mutually staggers.Longitudinal tensile bar splicing joint area percentage≤25% in the same jointing of beam slab；
(3) in colligation lap joint, the horizontal spacing of reinforcing bar is no less than bar diameter, and no less than 25mm；
(4) when the colligation lap joint area percentage of longitudinal tensile reinforcing bar is not more than 25%, its minimum lap of splice should be not less than 46d；
(5) in the range of the lap of splice of colligation joint, iron wire colligation three point should be used.
2) overlap welding
Overlap welding preferably uses welding by both sides.When welding by both sides can not be carried out, single welding can be used.
Before welding, the assembling of reinforcing bar and location, should meet the following requirements:
(1), when using overlap welding, welding ends reinforcing bar is answered pre-bending, and should be made the axis of two reinforcing bars in a straight line；
(2), during overlap welding, fixing (such as Figure 16 a, Figure 16 b) should be used at 2；Tack weld 71 should be greater than or equal to 20mm with the distance of overlapping end.
During welding, should striking in overlap welding forms weld seam；Receive forearc in termination and should fill up arc crater, and main weld should be made to fuse with top and the terminal of tack weld 71.
Lap-welded throat depth h is no less than 0.3 times of main muscle diameter, and weld width b is no less than 0.7 times of main muscle diameter, arc crater pull-out orientation 72.
3) screw shell jointing
Use reinforced bar rib peeling thread rolling machine, after first the cross rib of reinforcing bar and longitudinal rib being carried out stripping process, make the column diameter before reinforcing bar rolled thread reach same size, carry out rolling screw-threads molding the most again.
Table 1-2 stripping rib Thread rolling head processing dimension (mm)
| Specification | Stripping rib diameter | Thread size | Silk head length | The complete screw thread number of turns |
| 22 | 20.8±0.2 | M23×2.5 | 32.5 | ≥9 |
Operator should check silk head crudy on request, and often 10 silk heads of processing check once with logical, stop ring rule.Through the silk head that self-inspection is qualified, should be tested by Quality Inspector's stochastic sampling, be an examination batch with the silk head produced in a shift, stochastic sampling 10%, and must not be less than 10.When qualification rate is less than 95%, sampling observation should be doubled, when qualification rate is still less than 95% in reinspection, tackles whole steel bar head and test one by one, cut defective silk head, ascertain the reason, and re-work screw thread.
Pour measure: non-pump concrete selected by concrete, and the slump controls at 50mm, use truck crane hopper that concrete is hung casting position.Blowing of beam slab can not be too many, it is to avoid Local Loads is excessive, forbids at one continuous cloth thickness more than 1 meter.The employing machinery that shocks of concrete vibrates and artificial cuttage, beats the method combined, and first beats to the closeest by wooden float and spades pedestrian enterprising to coagulation work, then with mechanical vibration compacting.During plate vibrator vibration, general attention direction of vibration is from bottom to top, and two, it is noted that translational speed and the pass that vibrates, are difficult to too fast, are advisable with 2～3 times.Please refer to Figure 11, Figure 12, the order that pours of concrete starts from coil to coil from cornice and pours to ridge direction, is one along the every 500mm of eaves wide roofing strip and pours band, determine according to concrete square amount size and pour teams and groups, it is ensured that hands over circle before concrete initial set.
Further, the wire gauze 42 being arranged in the first casting space 40 is also included.Downward sliding during for preventing concreting, is added in roofing reinforced mesh by each band scope that pours, 0.610 × 10 wire gauze 42.
Owing to thickness of slab is relatively thin, it is difficult to insert from pouring mouthful vibrator, and operator cannot observe the situation of vibrating, be susceptible to leakage shake phenomenon, therefore uses small vibration rod, inserts in order and shakes, anti-leak-stopping shakes, for the position that cannot vibrate and dead angle, shake outside employing plate, manually insert the modes such as pricker plugs and pounds, by vibration compacting on coagulation.
Pouring order of concrete: pouring of roofing concrete is carried out for both sides, demarcation line along roofing with ridge simultaneously.It is that a concreting band carries out concreting from bottom to up with 50cm.Please refer to Figure 17, Figure 18, because the gradient of roofing is relatively big, in order to ensure the safety of operator, operator must fasten seat belts, seat belt ties up on the reinforcing bar crotch 81 that ridge is arranged specially, when completing at one, then changes and ties up on adjacent reinforcing bar crotch 81.
Concrete curing: owing to concrete slab surface area is big, dehydration is fast and the reason such as personnel's inconvenience watering difficulty up and down. therefore maintenance work need to be carried out especially, and prevent concrete surface dehydration generation desciccation crack, make cement be smoothed out aquation.Maintenance is sent special messenger to be responsible for timing maintenance every day by construction team, and watering number of times should ensure that concrete surface moistens, and curing period is no less than 14 days.
These are only preferred embodiment of the present utility model, not in order to limit this utility model, all any amendment, equivalent and improvement etc. made within spirit of the present utility model and principle, within should be included in protection domain of the present utility model.
Claims (10)
1. a pitched roof template system, it is characterized in that, including some template assemblies, each described template assembly is respectively provided with the forming wall of predetermined curvature, the forming wall of adjacent two described template assemblies is adjacent, and the forming wall of all described template assemblies forms a forming surface, described pitched roof template system also includes the roof boarding being layed in described forming surface, and the upside of described roof boarding forms the first casting space for molding pitched roof.
2. pitched roof template system as claimed in claim 1, it is characterized in that, each described template assembly all includes the some wedged templates in column-shaped, described wedged template has the sub-wall of molding of predetermined curvature, the sub-wall of molding of all described wedged template in each described template assembly is towards identical, and the sub-wall of molding of all described wedged template in this template assembly forms the forming wall of this template assembly.
3. pitched roof template system as claimed in claim 2, it is characterized in that, in each described template assembly, the fixing connection of described wedged template that every at least two is adjacent, and the adjacent wedged template of this at least two forms a modular unit, some described modular units are column-shaped distribution, and two adjacent described modular units are arranged separately.
4. pitched roof template system as claimed in claim 2, it is characterised in that also include that the master for fixing described wedged template is stupefied and be fixedly connected on described master stupefied on secondary stupefied.
5. pitched roof template system as claimed in claim 1, it is characterised in that described roof boarding offers for making the diastrophic crack of this roof boarding departing from the side of described template assembly.
6. the pitched roof template system as described in any one of claim 1 to 5, it is characterised in that the forming wall of all described template assemblies is herringbone distribution.
7. the pitched roof template system as described in any one of claim 1 to 5, it is characterised in that also include the support system with some supporting layers, described template assembly one_to_one corresponding is fixedly installed on each supporting layer of described support system.
8. pitched roof template system as claimed in claim 7, it is characterized in that, also include being fixedly installed in the beam bottom mother plate on described support system and side template, described beam bottom mother plate and side template enclose and form the second casting space set a roof beam in place for shaping frame, and described first casting space is connected with described second casting space.
9. pitched roof template system as claimed in claim 8, it is characterised in that also include the diagonal brace for supporting described side template.
10. the pitched roof template system as described in any one of claim 1 to 5, it is characterised in that also include the wire gauze being arranged in described first casting space.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521082844.1U CN205444887U (en) | 2015-12-23 | 2015-12-23 | Slope roofing template system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521082844.1U CN205444887U (en) | 2015-12-23 | 2015-12-23 | Slope roofing template system |
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| CN205444887U true CN205444887U (en) | 2016-08-10 |
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| CN201521082844.1U Expired - Fee Related CN205444887U (en) | 2015-12-23 | 2015-12-23 | Slope roofing template system |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107605107A (en) * | 2017-09-18 | 2018-01-19 | 中建八局第三建设有限公司 | A kind of method for controlling pitched roof concrete construction quality |
| CN109184194A (en) * | 2018-11-02 | 2019-01-11 | 北京城建七建设工程有限公司 | A kind of armored concrete hyperbolic slope surface roofing template system construction method |
| CN109372255A (en) * | 2018-12-26 | 2019-02-22 | 中国建筑局（集团）有限公司 | A kind of cast-in-place steep gradient space song roofing template system and its construction method |
| CN110761559A (en) * | 2019-10-16 | 2020-02-07 | 中国二十冶集团有限公司 | Method for fixing concrete pouring template of inclined roof |
| CN111037717A (en) * | 2019-12-27 | 2020-04-21 | 山东大学 | Vertical mold type preparation method and preparation mold of integrated heat preservation template |
| CN111593838A (en) * | 2020-06-02 | 2020-08-28 | 重庆大学 | Self-stabilizing gradient-variable high-performance assembled roof |
-
2015
- 2015-12-23 CN CN201521082844.1U patent/CN205444887U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107605107A (en) * | 2017-09-18 | 2018-01-19 | 中建八局第三建设有限公司 | A kind of method for controlling pitched roof concrete construction quality |
| CN109184194A (en) * | 2018-11-02 | 2019-01-11 | 北京城建七建设工程有限公司 | A kind of armored concrete hyperbolic slope surface roofing template system construction method |
| CN109372255A (en) * | 2018-12-26 | 2019-02-22 | 中国建筑局（集团）有限公司 | A kind of cast-in-place steep gradient space song roofing template system and its construction method |
| CN109372255B (en) * | 2018-12-26 | 2024-02-27 | 中国建筑一局(集团)有限公司 | Cast-in-situ steep slope space curved roof template system and construction method thereof |
| CN110761559A (en) * | 2019-10-16 | 2020-02-07 | 中国二十冶集团有限公司 | Method for fixing concrete pouring template of inclined roof |
| CN111037717A (en) * | 2019-12-27 | 2020-04-21 | 山东大学 | Vertical mold type preparation method and preparation mold of integrated heat preservation template |
| CN111037717B (en) * | 2019-12-27 | 2020-12-11 | 山东大学 | Vertical mold type preparation method and preparation mold of integrated heat preservation template |
| CN111593838A (en) * | 2020-06-02 | 2020-08-28 | 重庆大学 | Self-stabilizing gradient-variable high-performance assembled roof |
| CN111593838B (en) * | 2020-06-02 | 2024-05-24 | 重庆大学 | Self-stabilization variable-gradient high-performance assembled roof |
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