CN110485711A - A kind of support base of plank sheathing - Google Patents
A kind of support base of plank sheathing Download PDFInfo
- Publication number
- CN110485711A CN110485711A CN201910741095.5A CN201910741095A CN110485711A CN 110485711 A CN110485711 A CN 110485711A CN 201910741095 A CN201910741095 A CN 201910741095A CN 110485711 A CN110485711 A CN 110485711A
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- CN
- China
- Prior art keywords
- support
- plank sheathing
- load bearing
- bearing beam
- connecting rod
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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- 230000007246 mechanism Effects 0.000 claims abstract description 20
- 239000002023 wood Substances 0.000 claims description 5
- 238000005266 casting Methods 0.000 abstract description 3
- 230000007306 turnover Effects 0.000 abstract description 2
- 230000006872 improvement Effects 0.000 description 9
- 238000009434 installation Methods 0.000 description 4
- 229910000838 Al alloy Inorganic materials 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000001976 improved effect Effects 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of support bases of plank sheathing, including connecting rod, support, mounting base, top plate, load bearing beam and fixed mechanism.When use, this product is first mounted on scaffold top, the height of top plate is determined by adjusting scaffold, then height of support is adjusted by fixed mechanism, then a load bearing beam is installed between every two support, the wooden a tree, used in making timber for boats is first laid on load bearing beam, then plank sheathing is laid at the top of the wooden a tree, used in making timber for boats, later in wooden model plate surface casting concrete, Roof is in concrete bottom at this time, to concrete dry a part, fixed mechanism is unclamped at this time falls support, it will drive load bearing beam at this time to fall together, so as to easily dismantle plank sheathing, the wooden a tree, used in making timber for boats and load bearing beam, and top plate also withstands on concrete floor board bottom portion at this time and is supported, connecting rod, top plate and support are without removing, to not have to worry to lead to floor plates slump without support, and then realize the fast quick-detach of plank sheathing, keep plank sheathing and the wooden a tree, used in making timber for boats turnover more convenient.
Description
Technical field
The present invention relates to building field, especially a kind of support base of plank sheathing.
Background technique
At present in building trade, the floor bottom slab concreting of every floor is poured generally by aluminum alloy pattern plate and plank sheathing pours
Two ways, aluminum alloy pattern plate when in use, without waiting for floor plates and parch i.e. dismountable, have enough to meet the need more quick, but aluminum alloy pattern plate
Cost is huge, and the design production cycle is longer, is only applicable to typical floor engineering, and for structure is complicated, it is difficult to change more engineering
To use;Therefore, in routine building, especially in hotel, office building and large scale business body architectural engineering, plank sheathing is because of it
It is easy for construction, strong applicability, low in cost and be still widely adopted.In the prior art, it when being poured using plank sheathing, needs
More scaffold is first installed by lower layer, and the intensive wooden a tree, used in making timber for boats is then laid in scaffold top, is then laid with wooden model above the wooden a tree, used in making timber for boats
Plate supports plank sheathing to prevent plank sheathing deformed damaged by the wooden a tree, used in making timber for boats, pours above plank sheathing wooden model plate surface later
Cement is built to complete the laying of floor plates, but this mode, the wooden a tree, used in making timber for boats and plank sheathing are located at scaffold top by scaffold tightly
It withstands, can only wait what floor plates parched to remove together followed by scaffold, not so will lead to floor bottom plate and do not support to produce
Raw avalanche, needs ten could remove after a few days under normal circumstances, causes longer using the time, and the wooden a tree, used in making timber for boats and plank sheathing are unfavorable for week
Turn, building cost is caused to increase.
Summary of the invention
Ask to solve above-mentioned technology and mention, the purpose of the present invention is to provide it is a kind of can earlier by the wooden a tree, used in making timber for boats and plank sheathing into
The support base that row is removed.
Used technical solution is the present invention to solve above-mentioned technical problem: a kind of support base of plank sheathing, comprising:
Connecting rod, the connecting rod are provided with a top plate at the top of the connecting rod for being mounted on scaffold top;
Support, the support are set on the connecting rod, and the support can be relative to connecting rod lifting, the side of the support
It is provided at least one mounting base;
Load bearing beam, the both ends of the load bearing beam are respectively arranged in the mounting base on two supports, and the load bearing beam is used for
Carry wood mould;
Fixed mechanism, the fixed mechanism are set on connecting rod, the height of the adjustable simultaneously hold-down support of the fixed mechanism.
As a further improvement of the above technical scheme, the mounting base is above to be provided with U-type groove, and the load bearing beam can pacify
Loaded in U-type groove.
As a further improvement of the above technical scheme, the mounting base is four, and four mounting bases are along the uniform cloth of annular
It sets in support periphery, is in cross arrangement.
As a further improvement of the above technical scheme, the rest base is provided with floor, and the floor is located at opposite
Two mounting base bottoms and connect together.
As a further improvement of the above technical scheme, the U-type groove bottom is provided with location hole, the load bearing beam bottom
It is provided with positioning pin, the positioning pin can be inserted into the location hole.
As a further improvement of the above technical scheme, the positioning pin is circular cone column.
As a further improvement of the above technical scheme, the U-type groove one side wall is provided with breaking pin hole, the load bearing beam
On be additionally provided with a shrinkage pool, further include a safety plug, the safety plug can be also cross shrinkage pool and breaking pin hole.
As a further improvement of the above technical scheme, another side wall of the U-type groove is also equipped with breaking pin hole, described recessed
Load bearing beam two sides are run through in hole, and the safety plug can be also cross two breaking pin holes and shrinkage pool.
As a further improvement of the above technical scheme, the fixed structure is the first adjusting nut, and the connecting rod is spiral shell
Bar, first adjusting nut are set on screw rod, and first adjusting nut is located at below support.
It as a further improvement of the above technical scheme, further include the second adjusting nut, the second adjusting nut is set to institute
It states on screw rod, second adjusting nut is located at below the first adjusting nut.
The beneficial effects of the present invention are: installing one on connecting rod can be along connecting rod by installing a top plate at the top of connecting rod
The support moved up and down, support side are provided at least one mounting base, and one is arranged on connecting rod for adjusting height of support
And the fixed mechanism being fixed, it further include load bearing beam, the both ends of load bearing beam are separately mounted in the mounting base of two supports, make
This product is first mounted on scaffold top by the used time, adjusts the height of connecting rod by adjusting scaffold, so that it is determined that top plate
Highly, then support is adjusted by fixed mechanism, so that it is determined that the height of support, is then installed between every two support
One load bearing beam is first laid with the wooden a tree, used in making timber for boats on load bearing beam, plank sheathing is then laid at the top of the wooden a tree, used in making timber for boats, later by fixed mechanism to support
Height is finely adjusted, to complete to install, later in wooden model plate surface casting concrete, Roof rises in concrete bottom at this time
To supporting role, (be usually pour completion 12 hours after) concrete dry a part has after concrete dry a period of time
Certain intensity unclamps fixed mechanism at this time, then falls support, will drive load bearing beam at this time and falls together, so as to side
Just disassembly plank sheathing, the wooden a tree, used in making timber for boats and load bearing beam, and top plate also withstands on concrete floor board bottom portion at this time and is supported, connecting rod, top
Plate and support and scaffold are without removing, due to remaining effective support of scaffold and top plate, thereby, it is ensured that having enough
Support force to not have to worry to lead to floor plates slump without support, and then realizes the fast quick-detach of plank sheathing, makes plank sheathing
Had enough to meet the need with wooden a tree, used in making timber for boats it is more convenient, in addition, the flatness of the improved effect template installation due to load bearing beam, improves concrete
Forming Quality.
Detailed description of the invention
Explanation and specific embodiment are further explained explanation to the present invention with reference to the accompanying drawing.
Fig. 1 is the structural schematic diagram of the preferred embodiment for the present invention;
Fig. 2 is the front view of the preferred embodiment for the present invention;
Fig. 3 is the top view of the preferred embodiment for the present invention.
Specific embodiment
This part will be described in specific embodiments of the present invention, and the preferred embodiments of the invention is shown in the accompanying drawings, attached
The effect of figure be with figure remark additionally book word segment description, enable a person to intuitively, visually understand of the invention
Each technical characteristic and overall technical architecture, but it should not be understood as limiting the scope of the invention.
In the description of the present invention, it is to be understood that, be related to orientation description, for example, above and below, front, rear, left and right etc.
The orientation or positional relationship of instruction is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of the description present invention and letter
Change description, rather than the device or element of indication or suggestion meaning must have a particular orientation, with specific orientation construct and
Operation, therefore be not considered as limiting the invention.
In the description of the present invention, several to be meant that one or more, it is multiple to be meant that two or more, be greater than,
Be less than, more than etc. be interpreted as not including this number, it is above, following, within etc. be interpreted as including this number.If there is being described to first,
Second is only intended to for the purpose of distinguishing technical characteristic, is not understood to indicate or imply relative importance or implicitly indicates institute
The quantity of the technical characteristic of instruction or the precedence relationship for implicitly indicating indicated technical characteristic.
In description of the invention, unless otherwise restricted clearly, the words such as setting, installation, connection be shall be understood in a broad sense, institute
Above-mentioned word in the present invention specific can rationally be determined with the particular content of combination technology scheme by belonging to technical field technical staff
Meaning.
Referring to figs. 1 to Fig. 3, a kind of support base of plank sheathing, comprising:
Connecting rod, the connecting rod are provided with a top plate 40 at the top of the connecting rod for being mounted on scaffold top;
Support 20, the support 20 are set on the connecting rod, and the support 20 can be relative to connecting rod lifting, the support
20 side is provided at least one mounting base 30;
Load bearing beam 50, the both ends of the load bearing beam 50 are respectively arranged in the mounting base 30 on two supports 20, described to hold
Carrier beam 50 is for carrying wood mould;
Fixed mechanism, the fixed mechanism are set on connecting rod, the height of the adjustable simultaneously hold-down support 20 of the fixed mechanism
Degree.
By installing a top plate 40 at the top of connecting rod, on connecting rod install one can along the support 20 that connecting rod moves up and down,
20 side of support is provided at least one mounting base 30, and one is arranged on connecting rod for adjusting 20 height of support and being fixed
Fixed mechanism, further include load bearing beam 50, the both ends of load bearing beam 50 are separately mounted in the mounting base 30 of two supports 20, use
When, this product is first mounted on scaffold top, adjusts the height of connecting rod by adjusting scaffold, so that it is determined that top plate 40
Highly, then support 20 is adjusted by fixed mechanism, so that it is determined that the height of support 20, then every two support 20 it
Between a load bearing beam 50 is installed, the wooden a tree, used in making timber for boats is first laid on load bearing beam 50, plank sheathing is then laid at the top of the wooden a tree, used in making timber for boats, passes through fixation later
Mechanism is finely adjusted 20 height of support, to complete to install, later in wooden model plate surface casting concrete, top plate 40 is pushed up at this time
It plays a supporting role in concrete bottom, (being usually after pouring completion 12 hours), coagulation after concrete dry a period of time
Soil, which has done a part, certain intensity, unclamps fixed mechanism at this time, then falls support 20, will drive load bearing beam 50 at this time
It falls together, so as to easily dismantle plank sheathing, the wooden a tree, used in making timber for boats and load bearing beam 50, and top plate 40 also withstands on concrete floor at this time
Board bottom portion is supported, and without removing, the support due to remaining scaffold and top plate 40 is made for connecting rod, top plate 40 and support 20
With, thus without worrying to lead to floor plates slump without support, and then the fast quick-detach of plank sheathing is realized, make plank sheathing and wood
A tree, used in making timber for boats turnover is more convenient.In existing form of construction work, three sets of wood a tree, used in making timber for boats, three sets of plank sheathings and three-leg hand cradle ability are at least needed
Realization is circulated up construction, and passes through this programme, it is only necessary to pass through a set of wooden a tree, used in making timber for boats, a set of plank sheathing and three-leg hand cradle
It is circulated up to transfer in week and construct, effect highly significant.
When in use, the distance between two adjacent support bases according to the actual situation by adjust scaffold between away from
From being changed, so that preferably adapt to different spaces pours floor plates.
It is preferably above to be provided with U-type groove in the mounting base 30 to enable load bearing beam 50 to be more preferably mounted on support 20
31, the load bearing beam 50 is mountable in U-type groove 31.
When in view of installation, in order to enable load bearing beam 50 all to be installed on support 20 to all directions, thus side
Just array is formed preferably to arrange the wooden a tree, used in making timber for boats, and the preferably described mounting base 30 is four, and four mounting bases 30 are evenly arranged along annular
It is in cross arrangement in 20 periphery of support.
It is more stable in U-type groove 31 in order to be mounted on load bearing beam 50,31 bottom of U-type groove is preferably provided with location hole
34,50 bottom of load bearing beam is provided with positioning pin 51, and the positioning pin 51 can be inserted into the location hole 34, thus to carrying
Beam 50 is fixed, and prevents load bearing beam 50 from running.Preferred orientation pin 51 is circular cone column, thus keep positioning more quick and convenient,
And center can be found accurately automatically.
Further progress is improved, more stable in order to install load bearing beam 50, is preferably arranged in 31 one side wall of U-type groove
There is breaking pin hole 32, a shrinkage pool 52 is additionally provided on the load bearing beam 50, further includes a safety plug 80, the safety plug 80 can be same
When pass through shrinkage pool 52 and breaking pin hole 32.After being installed on load bearing beam 50 in U-type groove 31 by positioning pin 51, pass through safety plug
80 pass through in breaking pin hole 32 and synchronous insertion shrinkage pool 52, to complete the positioning on the second dimension direction.On this basis, into
One step improves, and preferably another side wall of the U-type groove 31 is also equipped with breaking pin hole 32, and the shrinkage pool 52 runs through load bearing beam 50
Two sides, the safety plug 80 can be also cross two breaking pin holes 32 and shrinkage pools 52.
Further progress is improved, and the fixed structure is varied, can be the positioning card needle in the setting of 20 side wall of support,
Support 20 is passed through by positioning card needle and is caught in rod surface, to support 20 be fixed, it is preferred that the fixed structure
For the first adjusting nut 60, the connecting rod is screw rod 10, and first adjusting nut 60 is set on screw rod 10, and described first adjusts
Section nut 60 is located at 20 lower section of support.When in use, it is rotated by the first adjusting nut 60 of control relative to screw rod 10 to right
The height of first adjusting nut 60 is adjusted, and support 20 is directly connected on the first adjusting nut 60, so as to pass through
First adjusting nut 60 completes the adjusting and fixation of 20 height of support, and by directly selecting connecting rod for screw rod 10, also can
Enough more convenient is installed on scaffold top.
By screw rod 10 be mounted on the mode of scaffold top also there are many kinds of, for example in scaffold top one spiral shell is set
Hole, then screw rod 10 screws in screw hole and carries out installation and adjustment, and most common one is connecting rod is directly inserted into scaffold upright rod
In the pipe at top, it is adjusted in order to the length more easily to screw rod 10, it is also preferable to include the second adjusting nut 70,
Two adjusting nuts 70 are set on the screw rod 10, and second adjusting nut 70 is located at 60 lower section of the first adjusting nut.Work as spiral shell
When bar 10 is packed into scaffold top, it is connected on scaffold by the second adjusting nut 70, so as to preferably to screw rod 10
Fixed function is played, the height of top plate 40 is stablized, is that adjustable screw 10 is located on scaffold by adjusting the second adjusting nut 70
The height in portion, to adjust the position of top plate 40.And carry out the first adjusting nut 60 conveniently to support 20
It adjusts, not will receive the influence of scaffold.
In order to further enhance the intensity of mounting base 30,30 bottom of mounting base is preferably provided with floor 33, it is described
Floor 33 is located at two opposite 30 bottoms of mounting base and connects together, and two preferably opposite 30 bottoms of mounting base are set
Two pieces of floors 33 are equipped with, so that the booster action by floor 33 is fixed mounting base 30 and enhances its stress intensity.
The above is only a preferred embodiment of the present invention, is not intended to limit the scope of the invention, all in the present invention
Inventive concept under, using equivalent structure transformation made by description of the invention and accompanying drawing content, be applied directly or indirectly in
Other related technical areas are included in scope of patent protection of the invention.
Claims (10)
1. a kind of support base of plank sheathing characterized by comprising
Connecting rod, the connecting rod are provided with a top plate (40) at the top of the connecting rod for being mounted on scaffold top;
Support (20), the support (20) are set on the connecting rod, and the support (20) can be relative to connecting rod lifting, the branch
The side of seat (20) is provided at least one mounting base (30);
Load bearing beam (50), the both ends of the load bearing beam (50) are respectively arranged in the mounting base (30) on two supports (20), institute
Load bearing beam (50) are stated for carrying wood mould;
Fixed mechanism, the fixed mechanism are set on connecting rod, the height of the adjustable simultaneously hold-down support (20) of the fixed mechanism.
2. a kind of support base of plank sheathing as described in claim 1, it is characterised in that:
The mounting base (30) is above to be provided with U-type groove (31), and the load bearing beam (50) is mountable in U-type groove (31).
3. a kind of support base of plank sheathing as claimed in claim 2, it is characterised in that:
The mounting base (30) is four, and four mounting bases (30) are evenly arranged in support (20) periphery along annular, is arranged in cross
Column.
4. a kind of support base of plank sheathing as claimed in claim 3, it is characterised in that:
Support (20) bottom is provided with floor (33), and the floor (33) is located at two opposite mounting base (30) bottoms simultaneously
It connects together.
5. a kind of support base of plank sheathing as claimed in claim 2 or claim 3, it is characterised in that:
U-type groove (31) bottom is provided with location hole (34), and load bearing beam (50) bottom is provided with positioning pin (51), described
Positioning pin (51) can be inserted into the location hole (34).
6. a kind of support base of plank sheathing as claimed in claim 5, it is characterised in that:
The positioning pin (51) is circular cone column.
7. a kind of support base of plank sheathing as claimed in claim 2, it is characterised in that:
U-type groove (31) one side wall is provided with breaking pin hole (32), is additionally provided with a shrinkage pool (52) on the load bearing beam (50),
It further include a safety plug (80), the safety plug (80) can be also cross shrinkage pool (52) and breaking pin hole (32).
8. a kind of support base of plank sheathing as claimed in claim 7, it is characterised in that:
Another side wall of the U-type groove (31) is also equipped with breaking pin hole (32), and the shrinkage pool (52) runs through load bearing beam (50) two sides,
The safety plug (80) can be also cross two breaking pin holes (32) and shrinkage pool (52).
9. a kind of support base of plank sheathing as described in claim 1, it is characterised in that:
The fixed structure is the first adjusting nut (60), and the connecting rod is screw rod (10), and first adjusting nut (60) sets
It is placed on screw rod (10), first adjusting nut (60) is located at below support (20).
10. a kind of support base of plank sheathing as claimed in claim 9, it is characterised in that:
It further include the second adjusting nut (70), the second adjusting nut (70) is set on the screw rod (10), and described second is adjusted
Nut (70) is located at below the first adjusting nut (60).
Priority Applications (1)
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CN201910741095.5A CN110485711A (en) | 2019-08-12 | 2019-08-12 | A kind of support base of plank sheathing |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201910741095.5A CN110485711A (en) | 2019-08-12 | 2019-08-12 | A kind of support base of plank sheathing |
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CN110485711A true CN110485711A (en) | 2019-11-22 |
Family
ID=68550559
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CN201910741095.5A Pending CN110485711A (en) | 2019-08-12 | 2019-08-12 | A kind of support base of plank sheathing |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112962960A (en) * | 2021-02-09 | 2021-06-15 | 广西建工集团第三建筑工程有限责任公司 | Early formwork stripping support system of coincide floor rigid coupling independent stay |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN200978519Y (en) * | 2006-11-20 | 2007-11-21 | 侯民航 | Adjustable quick-dismantling top plate bracket |
CN201953066U (en) * | 2011-01-10 | 2011-08-31 | 杨国辉 | Quick lapping joint structure for supporting rods |
CN202954566U (en) * | 2012-12-12 | 2013-05-29 | 沈阳高山建筑机械有限公司 | Adjustable wheel-type steel pipe bracket |
CN104358411A (en) * | 2014-11-06 | 2015-02-18 | 中国建筑第五工程局有限公司广州分公司 | Device for early removal and quick removal of building formwork |
CN204386108U (en) * | 2014-12-29 | 2015-06-10 | 于可立 | Movable-floor bearing bracket |
CN205558257U (en) * | 2016-02-05 | 2016-09-07 | 张海文 | Concrete form support body strutting arrangement |
CN107355073A (en) * | 2017-08-30 | 2017-11-17 | 云南工程建设总承包公司 | A kind of wooden model early tears support meanss and its construction and application method open |
CN107740573A (en) * | 2017-11-28 | 2018-02-27 | 付志红 | A kind of beam slab early tears supporting construction component open |
CN210976593U (en) * | 2019-08-12 | 2020-07-10 | 黄金泉 | Supporting seat of wood formwork |
-
2019
- 2019-08-12 CN CN201910741095.5A patent/CN110485711A/en active Pending
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN200978519Y (en) * | 2006-11-20 | 2007-11-21 | 侯民航 | Adjustable quick-dismantling top plate bracket |
CN201953066U (en) * | 2011-01-10 | 2011-08-31 | 杨国辉 | Quick lapping joint structure for supporting rods |
CN202954566U (en) * | 2012-12-12 | 2013-05-29 | 沈阳高山建筑机械有限公司 | Adjustable wheel-type steel pipe bracket |
CN104358411A (en) * | 2014-11-06 | 2015-02-18 | 中国建筑第五工程局有限公司广州分公司 | Device for early removal and quick removal of building formwork |
CN204386108U (en) * | 2014-12-29 | 2015-06-10 | 于可立 | Movable-floor bearing bracket |
CN205558257U (en) * | 2016-02-05 | 2016-09-07 | 张海文 | Concrete form support body strutting arrangement |
CN107355073A (en) * | 2017-08-30 | 2017-11-17 | 云南工程建设总承包公司 | A kind of wooden model early tears support meanss and its construction and application method open |
CN107740573A (en) * | 2017-11-28 | 2018-02-27 | 付志红 | A kind of beam slab early tears supporting construction component open |
CN210976593U (en) * | 2019-08-12 | 2020-07-10 | 黄金泉 | Supporting seat of wood formwork |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112962960A (en) * | 2021-02-09 | 2021-06-15 | 广西建工集团第三建筑工程有限责任公司 | Early formwork stripping support system of coincide floor rigid coupling independent stay |
CN112962960B (en) * | 2021-02-09 | 2022-07-01 | 广西建工集团第三建筑工程有限责任公司 | Early formwork stripping support system of coincide floor rigid coupling independent stay |
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