CN108868122A - Roof plate-girder early tears system open - Google Patents
Roof plate-girder early tears system open Download PDFInfo
- Publication number
- CN108868122A CN108868122A CN201710343592.0A CN201710343592A CN108868122A CN 108868122 A CN108868122 A CN 108868122A CN 201710343592 A CN201710343592 A CN 201710343592A CN 108868122 A CN108868122 A CN 108868122A
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- CN
- China
- Prior art keywords
- early
- module
- open
- support
- support frame
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Classifications
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Roof plate-girder early tears system open, belongs to technical field of building construction.Support frame is torn open including early（2）Support frame is early torn open with being fixed on（2）On multiple early demoulding blocks（9）, it is characterised in that：Further include at least one set of holding supporting mechanism for keeping module and being used to support holding module, keeps module setting in two early demoulding blocks（9）Between, early tear support frame open（2）With early demoulding block（9）By keeping supporting mechanism support to keep module after dismounting.Logical form removal eraly block and holding block combiner support shuttering, template is independently arranged on keeping module, after the completion of pouring, after floor reaches some strength, so that it may remove early demoulding block and early tear support frame open, module is kept using keeping supporting mechanism to support, until floor reaches enough intensity, the early demoulding block of premature removal can transport other floors to be poured and use, and can effectively improve speed of application in this way, and early demoulding block and the early dosage for tearing support frame open are saved, construction cost is reduced.
Description
Technical field
Roof plate-girder early tears system open, belongs to technical field of building construction.
Background technique
When pouring build floor, needs to install roof plate-girder in advance, then template is laid on to the upside of roof plate-girder, in mould
It pours to obtain floor on plate, at present after the completion of concrete floor slab placement, the entire floor such as needs integrally to tear open after reaching very high intensity
Except roof plate-girder, therefore the construction period is extended, and needs a large amount of roof plate-girder, and construction cost is high.
Summary of the invention
The technical problem to be solved by the present invention is to：It is fast to overcome the deficiencies of the prior art and provide a kind of speed of application, it is at low cost
Roof plate-girder early tear system open.
The technical solution adopted by the present invention to solve the technical problems is：The roof plate-girder early tears system open, including early tears branch open
Support and it is fixed on the early multiple early demoulding blocks torn open on support frame, it is characterised in that：It further include at least one set of holding module and use
The holding supporting mechanism of module is kept in support, keeps module setting between two early demoulding blocks, support frame is early torn open and is torn open with early
Module is supported by holding supporting mechanism after removing and keeps module.
Preferably, the holding module includes multiple supporting beams, and the both ends of supporting beam, which are supported on, early tears open on support frame, is supported
Beam lower part offers support location hole, after early tearing support frame and early demoulding block dismounting open, keeps supporting mechanism and support location hole phase
The lower part for being supported on supporting beam of cooperation.
Preferably, the cross section of the supporting beam is rectangular, and the upside of supporting beam is concordant on the upside of early demoulding block.
Preferably, the holding supporting mechanism is to keep supported rod erecting, and the upper end of supported rod erecting is kept to reduce equipped with diameter
Support positioning pin, support positioning pin is inserted into the support positioning hole.
Preferably, the holding module includes keeping crossbeam and keeping stringer, and two holding girder spaces are arranged, and at least two
It is a that stringer is kept to be fixed on the upside for keeping crossbeam, it keeps supporting mechanism to be independently arranged at two morning and tears open between support frame, keep
Crossbeam is fixed on the upside for keeping supporting mechanism.
Preferably, the holding supporting mechanism includes support rod and the support for being fixed on post upper, and support includes branch
Bottom plate is supportted, keeps the lower part of crossbeam to be equipped with crossbeam bottom plate, the fixing for being connected to crossbeam bottom plate two sides is equipped on the upside of support baseboard
Mechanism.
Preferably, the clamping mechanism includes the separating part being arranged in the middle part of support baseboard and is arranged in separating part two
The positioning plate of side, positioning plate are equipped with the limiting slot for fixing crossbeam bottom plate in the side lower part close to separating part.
Preferably, the early demoulding block include it is early tear open crossbeam and it is early tear stringer open, multiple morning, which tear stringer open and are fixed on, early tears crossbeam open
Upside, early tear open crossbeam be fixed on it is early tear open on support frame, be provided along its length recessing groove in the upper middle side part for early tearing stringer open.
Preferably, the early demoulding block includes standard module, lateral adjustments module and vertical adjustment module, vertical adjustment mould
The adjustable connection standard module of block lengthwise position, the adjustable connection standard module in lateral adjustments module lateral position.
Preferably, the lateral outer side of standard module is arranged in the lateral adjustments module, and the setting of vertical adjustment module is being marked
The longitudinally outboard of quasi-mode block；The morning demoulding block further includes cantilevered corner beam, for being fixed on vertical adjustment module and lateral adjustments module
The corner of connection, the width of cantilevered corner beam are less than the half of lateral adjustments module width, and one end of cantilevered corner beam, which is fixed on, early tears support open
On frame, the other end is connect with lateral adjustments module.
Compared with prior art, beneficial effect possessed by the present invention is：
1, the logical form removal eraly block of the present invention and holding block combiner support shuttering, are independently arranged template on keeping module, pour
After the completion, after floor reaches some strength, so that it may remove early demoulding block and early tear support frame open, be supported using holding supporting mechanism
Module is kept, until floor reaches enough intensity, the early demoulding block of premature removal can transport other floors to be poured
It uses, can effectively improve speed of application in this way, and save early demoulding block and the early dosage for tearing support frame open, reduce construction
Cost.
2, the present invention meets the concrete floor slab placement of various sizes by setting lateral adjustments module and vertical adjustment module, benefit
Installing for basic beam is carried out with standard module, the lateral clearance at an inadequate standard module is installed by lateral adjustments module,
Vertical adjustment module installs the axial clearance of an inadequate standard module, easy for construction, high-efficient.
3, system integrally uses high quality aluminum profiles production upper beam and underbeam, alleviates the weight of support frame.In early demoulding block
Recessing groove is devised on the stringer of holding module, scene installs flitch fixed form additional when using here, will not destroy profile
Skeleton, repeatable to be used in turn, practicability is stronger.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the embodiment of the present invention 1.
Fig. 2 is the partial enlarged view in Fig. 1 at A.
Fig. 3 is to remove early demoulding block to tear the structural schematic diagram after support frame open with early.
Fig. 4 is the structural schematic diagram of the embodiment of the present invention 2.
Fig. 5 is the structural schematic diagram for keeping module to be fixed between two early demoulding blocks in embodiment 2.
Fig. 6 is that standard module, lateral adjustments module, vertical adjustment module and cantilevered corner beam are fixed on the structure on Quick support frame
Schematic diagram.
Fig. 7 is the structural schematic diagram that standard module is fixed on support rod and support.
Fig. 8 is the structural schematic diagram after lateral adjustments module is connect with standard module.
Fig. 9 is the structural schematic diagram of lateral adjustments module.
Figure 10 is operation chart when lateral adjustments module is connect with standard module.
Figure 11 is the structural schematic diagram of vertical adjustment module.
Figure 12 is the structural schematic diagram after vertical adjustment module is connect with standard module.
Figure 13 is the structural schematic diagram after vertical adjustment module is connect with standard module.
Figure 14 is the structural schematic diagram of cantilevered corner beam.
Figure 15 is the structural schematic diagram of support.
Figure 16 is the early main view for tearing stringer open.
Wherein：1, standard module 2, it is early tear open support frame 3, lateral adjustments module 4, vertical adjustment module 5, cantilevered corner beam 6,
Longitudinal buckle 7, early stripping formwork system 9, early demoulding block 10, keeps template 11, supporting beam 12, keeps supported rod erecting floor 8
13, it keeps crossbeam 14, keep stringer 15, recessing groove；
101, standard horizontal beams 102, standard stringer 201, support rod 202, support 301, the first lateral adjustments stringer 302,
Two lateral adjustments stringers 303, lateral adjustments crossbeam 401, first longitudinal direction adjust crossbeam 402, vertical adjustment stringer 403, indulge
503, second jiaos of 501, first jiaos of crossbeams 502 of crossbeam, angle stringer crossbeams are adjusted to adjusting support beam 404, second longitudinal direction；
2021, support baseboard 2022, separating part 2023, positioning plate 2024, retention bead 2025, limiting section 2026, installation
Slot.
Specific embodiment
1 ~ 16 the present invention will be further described with reference to the accompanying drawing.
Embodiment 1
Referring to Fig.1, which early tears system open, including it is early tear support frame 2 open and be fixed on early tear multiple morning on support frame open and tear open
Module 9 further includes at least one set of holding supporting mechanism for keeping module and being used to support holding module, module is kept to be arranged two
Between a morning demoulding block 9, early tears open and keep module by keeping supporting mechanism to support after support frame 2 is removed with early demoulding block 9.Pass through
Early demoulding block 9 and holding block combiner support early stripping formwork system 8, are independently arranged on keeping module and keep template 10, are keeping mould
Build floor 7 is poured in the upside of plate 10 and early stripping formwork system 8, after floor 7 reaches some strength, so that it may remove early stripping formwork system 8, early demoulding
Block 9 tears support frame 2 open with early, utilizes and supporting mechanism support is kept to keep module and keep template 10, the early demoulding block 9 of premature removal
Other floors to be poured can be transported to use, can effectively improve speed of application in this way, and save early demoulding block 9 with
The dosage for early tearing support frame 2 open, reduces construction cost.
Referring to Fig. 2, keeping module includes multiple supporting beams 11, and multiple supporting beams 11 connect from beginning to end, the both ends of supporting beam 11
It being supported on and early tears open on support frame 2,11 lower part of supporting beam offers support location hole, after early tearing support frame and early demoulding block dismounting open,
The lower part for being supported on supporting beam 11 for keeping supporting mechanism and location hole being supported to match.The cross section of supporting beam 11 be it is rectangular,
The upside of supporting beam 11 is concordant with early 9 upside of demoulding block.
Early tearing support frame 2 open includes multiple support rods 201 and support 202, and support 202 is fixed on the upper end of support rod 201, is held in the palm
Support 202 is equipped with the hanging mechanisms for connecting early 9 end of demoulding block, and one end of early demoulding block 9 is connected to one by hanging structure
In support 202, the other end is rotated up to level and fixed by another support rod 201 and support 202.
Referring to Fig. 3, keeping supporting mechanism is to keep supported rod erecting 12, and the upper end of supported rod erecting 12 is kept to reduce equipped with diameter
Support positioning pin, support positioning pin insertion supporting beam 11 support positioning hole.Utilize the holding support support of supported rod erecting 12
Then beam 11 removes early stripping formwork system 8, early demoulding block 9 and early tears support frame 2 open, after floor reaches enough intensity, then removes holding
Supported rod erecting 12, supporting beam 11 and holding template 10.
Embodiment 2
Referring to Fig. 4 ~ 5, keep module including keeping crossbeam 13 and keeping stringer 14, two holding crossbeam 13 intervals are arranged, at least
Two keep stringers 14 to be fixed on the upsides for keeping crossbeam, keep supporting mechanism to be independently arranged at two morning and tear open between support frame 2,
Crossbeam 13 is kept to be fixed on the upside for keeping supporting mechanism.Supporting mechanism is kept to tear 2 structure phase of support frame open with the morning in embodiment 1
Together, including support rod 201 and the support 202 for being fixed on post upper.
Be above in the present invention about keep module two embodiments, below to early demoulding block 9 and support 202 do into
The explanation of one step.
Referring to Fig. 6, early demoulding block 9 includes standard module 1, lateral adjustments module 3 and vertical adjustment module 4, vertical adjustment
The adjustable connection standard module 1 of 4 lengthwise position of module, the adjustable connection standard module 1 in 3 lateral position of lateral adjustments module.It is horizontal
The lateral outer side of standard module 1 is set to adjustment module 3, and the longitudinally outboard of standard module 1 is arranged in vertical adjustment module 4；
Early demoulding block 9 further includes cantilevered corner beam 5, the corner connecting for being fixed on vertical adjustment module 4 with lateral adjustments module 3, cantilevered corner beam 5
Width is less than the half of 3 width of lateral adjustments module, and one end of cantilevered corner beam 5, which is fixed on, early tears open on support frame 2, the other end and cross
It is connected to adjustment module 3.
Referring to Fig. 7, standard module 1 includes standard horizontal beams 101 and standard stringer 102, and two intervals of standard horizontal beams 101 are set
It sets, is arranged with multiple standard stringers 102 in the upside of standard horizontal beams 101, standard horizontal beams 101 are fixed in support 102.
Referring to Fig. 8 ~ 10, lateral adjustments module 3 includes a first lateral adjustments stringer 301, multiple second lateral adjustments
The length of stringer 302 and two spaced lateral adjustments crossbeams 303, the first lateral adjustments stringer 301 is greater than standard module 1
Two standard horizontal beams 101 spacing, the length of the second lateral adjustments stringer 302 less than two standard horizontal beams 101 spacing, it is horizontal
The downside of the first lateral adjustments stringer 301 and the second lateral adjustments stringer 302 is fixed on to adjusting crossbeam 303, and first is lateral
Two lateral adjustments crossbeams 303, one end of lateral adjustments crossbeam 303 and the first lateral adjustments are stretched out in the both ends for adjusting stringer 301
Stringer 301 is fixedly connected, the other end be supported on it is early tears open on support frame 2, when connection, by the both ends of the first lateral adjustments stringer 301
It is overlapped on two standard horizontal beams 101 of standard module 1 respectively, rotates lateral adjustments crossbeam 303 then up far from the first cross
To the other end for adjusting stringer 301, and it is fixed by support rod 201 and support 202.According to the width for pouring build floor, selection will
First lateral adjustments stringer 301 is overlapped on the standard horizontal beams 101 between various criterion stringer 102, to adjust lateral adjustments
Module 3 crosses out the width of standard module 1, easy to operate.
Referring to Fig.1 1~12, vertical adjustment module 4 includes that vertical adjustment stringer 402 and first longitudinal direction adjust crossbeam 401, is indulged
It adjusts crossbeam 401 with first longitudinal direction to the one end for adjusting stringer 402 to be fixedly connected, the other end is overlapped on standard horizontal beams 101, root
According to longitudinal sliding motion vertical adjustment stringer 402 is needed, so that the longitudinal length of whole system is adjusted, to adapt to the building of various sizes
Plate.The downside of vertical adjustment stringer 402 is further fixed on a vertical adjustment support beam 403, and vertical adjustment support beam 403
In the side for adjusting crossbeam 401 close to first longitudinal direction, to guarantee the intensity of vertical adjustment module 4.
Referring to Fig.1 3, vertical adjustment module 4 further includes that second longitudinal direction adjusts crossbeam 404, and it is logical that second longitudinal direction adjusts crossbeam 404
It crosses longitudinal buckle 6 to connect with the standard stringer 102 of standard module 1, vertical adjustment stringer 402 is fixed on second longitudinal direction and adjusts crossbeam
On 404, vertical adjustment stringer 402 can effectively be supported in this way, prevent vertical adjustment stringer 402 from deflecting, be guaranteed
Construction safety is reliable.
Referring to Fig.1 4, the width of cantilevered corner beam 5 is less than the half of 3 width of lateral adjustments module, and one end of cantilevered corner beam 5 is fixed on
It early tears open on support frame 2, the other end is connect with lateral adjustments module 3.Divide using vertical adjustment module 4 and lateral adjustments module 3
Not Tiao Jie longitudinal length and when transverse width dimension, the corner between vertical adjustment module 4 and lateral adjustments module 3 utilizes cantilevered corner beam
5 fillings.Specifically, cantilevered corner beam 5 includes first jiao of crossbeam, 501, second jiaos of crossbeams 503 and angle stringer 502, stringer 502 one end in angle is solid
It is scheduled on the upside of first jiao of crossbeam 501, the other end is slidably connected the lateral adjustments crossbeam 303 of lateral adjustments module 3, and second jiao horizontal
Beam 503 is fixed on middle side part under angle stringer 502, and diagonal beam 5 provides support.
Referring to Fig.1 5, support 202 includes a horizontal support baseboard 2021, standard module 1,3 and of lateral adjustments module
Vertical adjustment module 4 is both supported upon 2021 upside of support baseboard, and the downside of support baseboard 2021 is equipped with mounting groove 2026, accordingly
, the upper end of support rod 201 is fixed with a horizontal top plate, and support baseboard 2021 is slidably mounted on top by mounting groove 2026
On plate.The side of support baseboard 2021 is equipped with limiting section 2025, prevents support baseboard 2021 from undesirable phase occurs with top plate
To sliding.It keeps crossbeam 13 to be equipped with crossbeam bottom plate with the lattice crossbeam lower part of demoulding block 9 early, is set on the upside of support baseboard 2021
There is the clamping mechanism for being connected to crossbeam bottom plate two sides.Clamping mechanism includes the separating part 2022 that 2021 middle part of support baseboard is arranged in
And the positioning plate 2023 of 2022 two sides of separating part is set, positioning plate 2023 is equipped in the side lower part close to separating part 2022
For fixing the limiting slot of crossbeam bottom plate.Separating part 2022 two sides difference fixed standard module 1, lateral adjustments module 3 or
Vertical adjustment module 4, and can guarantee its spacing, while reducing the dosage of support rod 201 and support 202.Positioning plate
One upper lateral part of 2023 close separating part 2022 is equipped with retention bead 2024, and positioning plate 2023 and retention bead 2024, which are formed, hangs
The hanging mechanisms for connecing standard module 1, lateral adjustments module 3 and vertical adjustment module 4, on the downside of retention bead 2024 is formed
The limiting slot stated, the downside of standard module 1, lateral adjustments module 3 and vertical adjustment module 4 are equipped with crossbeam bottom plate, crossbeam bottom
Plate is articulated on support baseboard 2021 by limiting slot, and can be rotated, and problem will not be fallen off, thus can be to avoid
Vertical-lift causes the problem of large labor intensity, and only needs one to two workers that can smoothly complete.In crossbeam bottom plate
On be also provided with limiting slot, limiting slot is corresponding with positioning plate 2023, and crossbeam bottom plate is connected at positioning plate 2023 by limiting slot,
It is prevented that transverse shifting occurs for standard module 1, lateral adjustments module 3 and vertical adjustment module 4.
Early demoulding block 9 includes early tearing crossbeam open and early tearing stringer open, and multiple morning tear stringer open and are fixed on the early upside for tearing crossbeam open, early tear open
Crossbeam, which is fixed on, early to be torn open on support frame, specific to the present embodiment, standard horizontal beams 101, lateral adjustments crossbeam 303, first longitudinal direction tune
Section crossbeam 401 and second longitudinal direction adjust crossbeam 404 and belong to early tear crossbeam, standard stringer 102, the second lateral adjustments stringer 302 open
It belongs to early tear stringer open with vertical adjustment stringer 402.It is provided along its length recessing groove 15 in the upper middle side part for early tearing stringer open,
Flitch fixed form is installed additional in recessing groove 15 when scene uses, will not destroy sectional materials cage, and repeatable to be used in turn, practicability is more
By force.
Lateral adjustments module 3 can also be between two adjacent standard modules 1 of fixed lateral.Vertical adjustment module 4 can also
To be fixed between two longitudinally adjacent standard modules 1.
The above described is only a preferred embodiment of the present invention, being not that the invention has other forms of limitations, appoint
What those skilled in the art changed or be modified as possibly also with the technology contents of the disclosure above equivalent variations etc.
Imitate embodiment.But without departing from the technical solutions of the present invention, according to the technical essence of the invention to above embodiments institute
Any simple modification, equivalent variations and the remodeling made, still fall within the protection scope of technical solution of the present invention.
Claims (10)
1. a kind of roof plate-girder early tears system open, including early tears support frame open（2）Support frame is early torn open with being fixed on（2）On multiple morning tear open
Module（9）, it is characterised in that：Further include at least one set of holding supporting mechanism for keeping module and being used to support holding module, protects
Module setting is held in two early demoulding blocks（9）Between, early tear support frame open（2）With early demoulding block（9）By keeping support after dismounting
Mechanism supports keep module.
2. roof plate-girder according to claim 1 early tears system open, it is characterised in that：The holding module includes multiple supports
Beam（11）, supporting beam（11）Both ends be supported on early support frame of tearing open（2）On, supporting beam（11）Lower part offers support location hole,
Early tear support frame open（2）With early demoulding block（9）After dismounting, supporting mechanism is kept to be supported on supporting beam with what support location hole matched
（11）Lower part.
3. roof plate-girder according to claim 2 early tears system open, it is characterised in that：The supporting beam（11）Cross section be
It is rectangular, supporting beam（11）Upside and early demoulding block（9）Upside is concordant.
4. roof plate-girder according to claim 1 early tears system open, it is characterised in that：The holding supporting mechanism is to keep branch
Support upright bar（12）, keep supported rod erecting（12）Upper end be equipped with diameter reduce support positioning pin, support positioning pin insertion described in
Support positioning hole.
5. roof plate-girder according to claim 1 early tears system open, it is characterised in that：The holding module includes keeping crossbeam
（13）With holding stringer（14）, two holding crossbeams（13）Interval setting, at least two keep stringer（14）It is horizontal to be fixed on holding
Beam（13）Upside, keep supporting mechanism to be independently arranged at two morning and tear support frame open（2）Between, keep crossbeam（13）It is fixed on guarantor
Hold the upside of supporting mechanism.
6. roof plate-girder according to claim 5 early tears system open, it is characterised in that：The holding supporting mechanism includes support
Bar（201）With the support for being fixed on post upper（202）, support（202）Including support baseboard（2021）, keep crossbeam（13）
Lower part be equipped with crossbeam bottom plate, in support baseboard（2021）Upside is equipped with the clamping mechanism for being connected to crossbeam bottom plate two sides.
7. roof plate-girder according to claim 6 early tears system open, it is characterised in that：The clamping mechanism includes that setting exists
Separating part in the middle part of support baseboard（2022）And it is arranged in separating part（2022）The positioning plate of two sides（2023）, positioning plate
（2023）Close to separating part（2022）A side lower part be equipped with limiting slot for fixing crossbeam bottom plate.
8. roof plate-girder according to claim 1 early tears system open, it is characterised in that：The morning demoulding block（9）It is torn open including early
Crossbeam and it is early tear stringer open, multiple morning tear stringer open and are fixed on the early upside for tearing crossbeam open, early tear crossbeam open and are fixed on and early tear support frame open（2）
On, recessing groove is provided along its length in the upper middle side part for early tearing stringer open（15）.
9. roof plate-girder according to claim 1 early tears system open, it is characterised in that：The morning demoulding block（9）Including standard
Module（1）, lateral adjustments module（3）With vertical adjustment module（4）, vertical adjustment module（4）The adjustable connection mark of lengthwise position
Quasi-mode block（1）, lateral adjustments module（3）The adjustable connection standard module in lateral position（1）.
10. roof plate-girder according to claim 9 early tears system open, it is characterised in that：The lateral adjustments module（3）Setting
In standard module（1）Lateral outer side, vertical adjustment module（4）It is arranged in standard module（1）Longitudinally outboard；The morning demoulding
Block（9）It further include cantilevered corner beam（5）, for being fixed on vertical adjustment module（4）With lateral adjustments module（3）The corner of connection, cantilevered corner beam
（5）Width be less than lateral adjustments module（3）The half of width, cantilevered corner beam（5）One end be fixed on early support frame of tearing open（2）
On, the other end and lateral adjustments module（3）Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710343592.0A CN108868122A (en) | 2017-05-16 | 2017-05-16 | Roof plate-girder early tears system open |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710343592.0A CN108868122A (en) | 2017-05-16 | 2017-05-16 | Roof plate-girder early tears system open |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108868122A true CN108868122A (en) | 2018-11-23 |
Family
ID=64320574
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710343592.0A Pending CN108868122A (en) | 2017-05-16 | 2017-05-16 | Roof plate-girder early tears system open |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108868122A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812012A (en) * | 2019-03-25 | 2019-05-28 | 何其佳 | A kind of template and its architecture system |
-
2017
- 2017-05-16 CN CN201710343592.0A patent/CN108868122A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812012A (en) * | 2019-03-25 | 2019-05-28 | 何其佳 | A kind of template and its architecture system |
| CN109812012B (en) * | 2019-03-25 | 2023-11-14 | 何其佳 | Template and architecture system thereof |
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Application publication date: 20181123 |