CN107780653A - A kind of template supporting tool and construction method for steel structure floor system - Google Patents
A kind of template supporting tool and construction method for steel structure floor system Download PDFInfo
- Publication number
- CN107780653A CN107780653A CN201711027870.8A CN201711027870A CN107780653A CN 107780653 A CN107780653 A CN 107780653A CN 201711027870 A CN201711027870 A CN 201711027870A CN 107780653 A CN107780653 A CN 107780653A
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- adaptor
- substrate
- elevating lever
- supporting tool
- steel structure
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 23
- 239000010959 steel Substances 0.000 title claims abstract description 23
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 230000003028 elevating effect Effects 0.000 claims abstract description 47
- 239000000758 substrate Substances 0.000 claims abstract description 47
- 238000009408 flooring Methods 0.000 claims description 15
- 238000005491 wire drawing Methods 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims description 5
- 238000007711 solidification Methods 0.000 claims description 4
- 230000008023 solidification Effects 0.000 claims description 4
- 210000003462 vein Anatomy 0.000 claims description 4
- 238000005728 strengthening Methods 0.000 claims description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000033228 biological regulation Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000003100 immobilizing effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000009436 residential construction Methods 0.000 description 1
- 208000009146 rhinoscleroma Diseases 0.000 description 1
- 239000007787 solid Substances 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
-
- 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
- E04G11/483—Supporting heads
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of template supporting tool and construction method for steel structure floor system, and this, which is used for the template supporting tool of steel structure floor system and construction method, includes support body, at least three columns being fixed at the top of support body, at least three adaptors that can be moved up and down and be securable on column, at least three liftable elevating levers being connected on adaptor, the substrate being connected on elevating lever and the bearing plate being detachably secured on substrate；Wherein elevating lever can freely rotate around the link position of elevating lever and substrate, realize the fast and accurate clearance position that bearing plate is padded to floor beam, have the function that to fill support, and transfer can be quickly finished after construction is completed, convenient disassembly, applicability are high, repeatable utilization rate is high, cost is low.
Description
Technical field
The present invention relates to building implement field, more particularly to a kind of template supporting tool for steel structure floor system and
Construction method.
Background technology
At present, used more and more in public and residential construction area, steel structure floor system.In this steel construction
When floor system is constructed, if girder steel lower flange without temporary support, material weight and construction loads before concrete scleroma by
Girder steel is born.Further, the service stage after the completion of construction, the continuous loading that combination beam is born carries caused deformation will be with applying
Deformation is superimposed caused by work stage girder steel.
On the other hand, usually, more using false form branch stake tools such as scaffolds during construction, or place cushion block and face to rise
When supporting role, also have selection use profiled sheet.The dismounting of these template supporting tools is not easy, precision is difficult to ensure that, especially
When the structure of steel structure floor system has gradient, curvature even other forms, conventional template construct and dismounting
Also it is more inconvenient, and it is difficult to ensure that support or positional precision.Present high efficiency can not be met, save the building of human resources
Construction demand.
The content of the invention
It is an object of the invention to provide a kind of template supporting tool and construction method for steel structure floor system, and it is solved
The problem of existing template supporting tool dismounting of having determined is inconvenient.
The present invention above-mentioned technical purpose technical scheme is that：
A kind of template supporting tool and construction method for steel structure floor system, including support body, at least three it is fixed on frame
Column, at least three adaptors that can be moved up and down and be securable on column at the top of body, at least three liftable connections
In the elevating lever on adaptor, the substrate being connected on elevating lever and the bearing plate being detachably secured on substrate；Wherein
Elevating lever can freely rotate around the link position of elevating lever and substrate.
Using such scheme, bearing plate is detachably secured on substrate, can equivalent to the plank sheathing of routine has been divided into
The immobilizing foundation part of reuse and template part made by field construction demand is directed to, convenient disassembly can be according to need
Ask and constantly change and reuse；And the control for turning part part and column can be carried out rapidly significantly to the height of substrate
The height and angle of substrate can be adjusted according to the quantity difference of the elevating lever of regulation for coarse adjustment, the lifting of elevating lever,
So that substrate and bearing plate mounted thereto are adapted to a variety of different gradients, the flooring of curvature；And treat flooring
It can also rapidly be removed after solidification completely and be delivered to next machining area；To sum up, using the template supporting tool of this programme
The efficiency of construction of flooring is substantially increased, and greatly reduces cost.
More preferably：The end set of the elevating lever has ball end, and the bottom of substrate is fixed with cushion block, cushion block substrate
Inside it is provided with the free groove coordinated with ball end.
Using such scheme, ball end is while the cooperation of free groove is in supporting substrate, there is provided and supporting plate freely rotates, and
The setting of cushion block is then easy to internally form free groove, also allows for elevating lever and is attached to free groove.
More preferably：The elevating lever is threadedly coupled with adaptor, and balancing stand is provided with below the adaptor,
The elevating lever sliding is arranged in balancing stand；Handle is provided with the elevating lever.
Using such scheme, balancing stand keeps the state of elevating lever with adaptor jointly, and handle improves what elevating lever rotated
Convenience, what it is in rotation is to realize to move up and down by the transmission lifting rod of screw thread.
More preferably：The elevating lever is three, and in the parallel bottom for being fixed on substrate of isosceles triangle.
Using such scheme, 3 points determine a face, under the situation of supported at three point, change wherein that any one point can be real
The position adjustment of existing substrate is more flexible in adjustment；And in the state of elevating lever is limited by adaptor, 3 points also can be with
Keep preferable stability.
More preferably：The column is provided with stopper slot and stop part on along its length, stop part is blocked in limit
The notch of position groove, is provided with sliding block in the stopper slot, the adaptor is connected to the outer wall of column, and the adaptor passes through spiral shell
The mode connect is tethered to fix with sliding block.
Using such scheme, under the situation that bolt tenses sliding block and adaptor, the outside of adaptor column abuts, sliding block
The limiting section being connected on stopper slot, friction is formed simultaneously inside and outside column；It is sliding under the torque condition applied by elevating lever
Also at least two points can produce friction and resistance deflection moment of torsion to the damping system that block is formed with adaptor；So as to adjust
It can be very good to keep stable state after to suitable position.
More preferably：Each adaptor is connected with two in the sliding block being distributed up and down；And sliding block direction stops
The surface in portion is provided with anti-slip veins.
Using such scheme, the sliding block being distributed up and down becomes or two at 4 points equivalent to by two original frictions or pressure-bearing point
Point one side, which kind of specific form keeps close watch over solid fraction condition, but can howsoever be greatly improved in stability.
More preferably：The substrate top surface is provided with dovetail, and the bottom surface of the bearing plate is provided with to be coordinated with dovetail
Dovetail groove；The bottom surface of the bearing plate is provided with multiple spacing holes；Rib is strengthened in the bottom surface of the substrate, and is strengthening wearing in rib
It is provided with and is protruded from substrate surface and the resilient key coordinated with spacing hole by resilient force.
Using such scheme, dovetail and dovetail define the moveable position of bearing plate opposing substrate, lead on this basis
Cross resilient key and the spacing of spacing hole is defined to its position；To reach the effect of quick assembling；And strengthen rib and be on the one hand
The installation of resilient key provides hole space, on the other hand also improves the intensity of substrate.
More preferably：Multiple mounting holes are provided with the substrate and reinforcement rib；The resilient key includes being located at
Shank and spring in mounting hole, one end that shank abuts with spring are provided with wire drawing, and the reinforcement rib is worn on along its length
There is pull bar, the other end of the wire drawing is fixed on pull bar.
Using such scheme, multiple resilient keys can share stress, improve the service life of resilient key, and pass through pull bar control
The wire drawing of system, all shank retraction mounting holes on pull bar length direction can be controlled simultaneously when pull bar is pulled, so as to
It is quick to be so that bearing plate departs from control, complete dismounting.
More preferably：The support body includes the top of mutually dismountable restocking and undercarriage, the undercarriage and restocking
Socket is provided with, the bottom of the restocking is provided with coordinates inserted link with socket；And extended transversely through on both plug-in positions
Affixed bolt；The bottom of the undercarriage is provided with wheel portion and support bar, and the support bar is threadedly coupled with undercarriage.
Using such scheme, combined with modular restocking and undercarriage, the mode of grafting can be carried out pair with fast and accurate
Connect, and affixed bolt is then to be fixed enhancing stability herein on this basis, that is to say, that it can be superimposed simultaneously on undercarriage
Multiple restockings are to reach suitable height；And the wheel portion of undercarriage and the conversion of bearing rod cause overall both can easily promote to turn
Move, can stablize again and be placed into working condition.
The purpose of the present invention two is to provide a kind of construction method using template supporting tool.
The present invention above-mentioned technical purpose technical scheme is that：
A kind of construction method using template supporting tool, comprise the following steps
Undercarriage is moved to the position for needing to install flooring, rotary supporting rod directly supporting using support bar as ground by step S1
Socket part position；
Step S2 pulls pull bar to be attached in shank retraction mounting hole bearing plate on substrate along dovetail groove sliding, suitable
Position after, decontrol pull bar, adjust the position of bearing plate so that resilient key and spacing hole coordinate；
One or more restockings are fixed and built to proper height by step S3, and column is then built thereon, adaptor is passed through
Adaptor is attached on column；Substrate by elevating lever and thereon is attached to adaptor；
The angle of step S4 elevating lever coarse adjustment bearing plates, and be integrally raised to adaptor properly by adaptor and sliding block
Position；
Step S5 adjusts the height of bearing plate with elevating lever, is allowed to insert the breach of the floor beam composition set up；
Breach is loaded and finished by step S6 using multiple template branch stake tool, and key enclosure wall template is built in floor beam surrounding；
Step S7 pours into a mould concrete, forms flooring；
After step S8 solidifications completely, bearing plate is separated with flooring by rotating elevating lever, sliding block is then unclamped and to transfer
Part rapid decrease；
Lifting support bar, adjustment so that wheel portion lands, and template supporting tool is transported into another flooring installs.
Using such scheme, the fast and accurate clearance position that bearing plate is padded to floor beam is realized, reaches filling
The effect of support, and transfer can be quickly finished after construction is completed, convenient disassembly, applicability are high, repeat utilization
Rate is high, cost is low.
In summary, the invention has the advantages that：Realize and fast and accurate bearing plate is padded to floor beam
Clearance position, have the function that to fill support, and transfer can be quickly finished after construction is completed, convenient disassembly,
Applicability is high, repeatable utilization rate is high, cost is low.
Brief description of the drawings
Fig. 1 is the overall structure figure of the template supporting tool of embodiment 1；
Fig. 2 is the substrate of embodiment 1 and the structure chart of lifting structure；
Fig. 3 is the structural representation of the lifting structure of embodiment 1；
Fig. 4 is enlarged drawings of the Fig. 3 of embodiment 1 at A；
Fig. 5 is the structural representation of the elastic latch structure of embodiment 1；
Fig. 6 is enlarged drawings of the Fig. 1 of embodiment 1 at B.
In figure, 1, support body；2nd, column；3rd, adaptor；4th, elevating lever；5th, substrate；6th, bearing plate；7th, wheel portion；8th, support bar；
11st, restocking；12nd, undercarriage；13rd, inserted link；14th, socket；15th, affixed bolt；21st, stopper slot；22nd, stop part；31st, balancing stand；32、
Sliding block；321st, anti-slip veins；41st, handle；42nd, ball end；50th, resilient key；51st, cushion block；511st, free groove；52nd, rib is strengthened；53rd, draw
Bar；54th, shank；55th, spring；56th, wire drawing；57th, mounting hole；58th, dovetail；61st, spacing hole；62nd, dovetail groove.
Embodiment
The present invention is described in further detail below in conjunction with accompanying drawing.
This specific embodiment is only explanation of the invention, and it is not limitation of the present invention, people in the art
Member can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but as long as at this
All protected in the protection domain of invention by Patent Law.
Embodiment 1：A kind of template supporting tool for steel structure floor system, as depicted in figs. 1 and 2, including support body
1st, three 2, three adaptors that can be moved up and down and be securable on column 23, three of column for being fixed on the top of support body 1 can
The elevating lever 4 being connected on adaptor 3 of lifting, the substrate 5 that is connected on elevating lever 4 and it is detachably secured to substrate 5
On bearing plate 6.
With reference to 2 and Fig. 3, column 2 is provided with stopper slot 21 and stop part 22 on along its length, wherein, stop part 22 hinders
Keep off the notch in stopper slot 21.Each adaptor 3 is connected with two and is embedded in stopper slot 21 in the sliding block 32 being distributed up and down, sliding block 32
It is interior, and the surface of sliding block 32 towards stop part 22 is provided with anti-slip veins 321.After adaptor 3 is tensed with sliding block 32 by bolt,
Adaptor 3 is connected to the outer wall of column 2, and sliding block 32 is connected to the inwall of stop part 22, to be collectively forming damping fixation inside and outside.
The lower section of adaptor 3 is provided with balancing stand 31, elevating lever 4 be threadedly coupled with adaptor 3 and meanwhile slide be arranged in it is flat
Weigh frame 31.Handle 41 is provided with elevating lever 4, handle 41 is located at the top of adaptor 3, and swing handle 41 is realized on elevating lever 4
Lower movement.
Elevating lever 4 is three, and in the parallel bottom for being fixed on substrate 5 of isosceles triangle；The end set of elevating lever 4
There is ball end 42, the bottom of substrate 5 is fixed with cushion block 51, and the free groove 511 coordinated with ball end 42 is provided with the substrate 5 of cushion block 51；
The height for changing wherein free kick end 42 is that the position adjustment of substrate 5 can be achieved.
Reference picture 4, the top surface of substrate 5 are provided with dovetail 58, and the bottom surface of bearing plate 6 is provided with the dovetail 58 coordinated with dovetail 58
Groove.The bottom surface of bearing plate 6 is provided with multiple spacing holes 61.
Reference picture 5, the bottom surface of substrate 5 strengthen rib 52, multiple mounting holes 57 are provided with substrate 5 and reinforcement rib 52；Peace
Dress is provided with shank 54 and spring 55 in hole 57, and both constitute resilient key 50, and shank 54 is protruded from substrate 5 by resilient force
Surface simultaneously coordinates spacing with spacing hole 61.Shank 54 is provided with wire drawing 56 with one end that spring 55 abuts, and strengthens rib 52 along length
Pull bar 53 is equipped with direction, the other end of wire drawing 56 is fixed on pull bar 53.Can same time control when pull bar 53 are pulled
In the retraction mounting hole 57 of all shanks 54 on the length direction of pull bar 53 processed.
Reference picture 1, support body 1 include mutually dismountable restocking 11 and undercarriage 12, and the top of undercarriage 12 and restocking 11 is all provided with
Socket 14 is equipped with, the bottom of restocking 11 is provided with coordinates inserted link 13 with socket 14；And extended transversely through on both plug-in positions
Affixed bolt 15.
Reference picture 6, the bottom of undercarriage 12 are provided with wheel portion 7 and support bar 8, and support bar 8 is threadedly coupled with undercarriage 12.Rotate
Support bar 8 moves up and down it, to complete the dynamic conversion between quiet two states of support body 1.
Embodiment 2：A kind of construction method using template supporting tool,
Undercarriage 12 is moved to the position for needing to install flooring by step S1, and rotary supporting rod 8 is using support bar 8 as the straight of ground
Connect abutting portion；
Step S2 pulls pull bar 53 that bearing plate 6 is attached into substrate along the sliding of the groove of dovetail 58 by the retraction mounting hole 57 of shank 54
On 5, in place after, decontrol pull bar 53, adjust bearing plate 6 position so that resilient key 50 and spacing hole 61 coordinate；
One or more restockings 11 are fixed and built to proper height by step S3, column 2 are then built thereon, by adaptor 3
It is attached to by adaptor 3 on column 2；Substrate 5 by elevating lever 4 and thereon is attached to adaptor 3；
The angle of the step S4 coarse adjustment bearing plates 6 of elevating lever 4, and by adaptor 3 and sliding block 32 by 3 overall lifting of adaptor
To suitable position；
Step S5 adjusts the height of bearing plate 6 with elevating lever 4, is allowed to insert the breach of the floor beam composition set up；
Breach is loaded and finished by step S6 using multiple template branch stake tool, and key enclosure wall template is built in floor beam surrounding；
Step S7 pours into a mould concrete, forms flooring；
After step S8 solidifications completely, bearing plate 6 is separated with flooring by rotating elevating lever 4, sliding block 32 is then unclamped and causes
The rapid decrease of adaptor 3；
Lifting support bar 8, adjustment so that wheel portion 7 lands, and template supporting tool is transported into another flooring installs.
Claims (10)
1. a kind of template supporting tool for steel structure floor system, it is characterized in that：Fixed including support body (1), at least three
Column (2), at least three adaptors (3) that can be moved up and down and be securable on column (2) at the top of support body (1), at least
Three liftable elevating levers (4) being connected on adaptor (3), the substrate (5) being connected on elevating lever (4) and detachable
The bearing plate (6) being fixed on substrate (5)；Wherein elevating lever (4) can be around the link position of elevating lever (4) and substrate (5) certainly
By rotating.
2. a kind of template supporting tool for steel structure floor system according to claim 1, it is characterized in that：The liter
The end set of drop bar (4) has ball end (42), and the bottom of substrate (5) is fixed with cushion block (51), set in cushion block (51) substrate (5)
There is the free groove coordinated with ball end (42)（511）.
3. a kind of template supporting tool for steel structure floor system according to claim 1, it is characterized in that：The liter
Drop bar (4) is threadedly coupled with adaptor (3), and balancing stand (31), the elevating lever (4) are provided with below the adaptor (3)
Sliding is arranged in balancing stand (31)；Handle (41) is provided with the elevating lever (4).
4. a kind of template supporting tool for steel structure floor system according to Claims 2 or 3, it is characterized in that：Institute
Elevating lever (4) is stated as three, and in the parallel bottom for being fixed on substrate (5) of isosceles triangle.
5. a kind of template supporting tool for steel structure floor system according to claim 1, it is characterized in that：It is described vertical
Post (2) is provided with stopper slot (21) and stop part (22) on along its length, stop part (22) is blocked in the groove of stopper slot (21)
Mouthful, sliding block (32) is provided with the stopper slot (21), the adaptor (3) is connected to the outer wall of column (2), the adaptor
(3) it is fixed with sliding block (32) by bolted connection.
6. a kind of template supporting tool for steel structure floor system according to claim 5, it is characterized in that：Each institute
State adaptor (3) and be connected with two in the sliding block (32) being distributed up and down；And sliding block (32) is set towards the surface of stop part (22)
There are anti-slip veins (321).
7. a kind of template supporting tool for steel structure floor system according to claim 1, it is characterized in that：The base
Plate (5) top surface is provided with dovetail (58), and the bottom surface of the bearing plate (6) is provided with dovetail (58) groove coordinated with dovetail (58)；
The bottom surface of the bearing plate (6) is provided with multiple spacing holes (61)；Rib (52) is strengthened in the bottom surface of the substrate (5), and is strengthening
Wear to be equipped with rib (52) and protruded from substrate (5) surface and the resilient key (50) coordinated with spacing hole (61) by resilient force.
8. a kind of template supporting tool for steel structure floor system according to claim 7, it is characterized in that：The base
Multiple mounting holes (57) are provided with plate (5) and reinforcement rib (52)；The resilient key (50) is included in mounting hole (57)
Shank (54) and spring (55), shank (54) are provided with wire drawing (56), the reinforcement rib (52) with one end that spring (55) abuts
Pull bar (53) is equipped with along its length, the other end of the wire drawing (56) is fixed on pull bar (53).
9. a kind of template supporting tool for steel structure floor system according to claim 1, it is characterized in that：The frame
Body (1) includes mutually dismountable restocking (11) and undercarriage (12), is provided with the top of the undercarriage (12) and restocking (11)
Socket (14), the bottom of the restocking (11) is provided with coordinates inserted link (13) with socket (14)；It is and horizontal on both plug-in positions
To through there is affixed bolt (15)；The bottom of the undercarriage (12) is provided with wheel portion (7) and support bar (8), the support bar (8)
It is threadedly coupled with undercarriage (12).
10. a kind of construction method using template supporting tool, it is characterized in that：Comprise the following steps
Undercarriage (12) is moved to the position for needing to install flooring, rotary supporting rod (8) is using support bar (8) as the direct of ground
Abutting portion；
Pull bar (53) is pulled to be attached to bearing plate (6) along the sliding of dovetail (58) groove by shank (54) retraction mounting hole (57)
On substrate (5), in place after, decontrol pull bar (53), adjustment bearing plate (6) position so that resilient key (50) and
Spacing hole (61) coordinates；
One or more restockings (11) fixation is built to proper height, column (2) is then built thereon, by adaptor (3)
It is attached to by adaptor (3) on column (2)；Substrate (5) by elevating lever (4) and thereon is attached to adaptor (3)；
Adaptor (3) is integrally lifted with the angle of elevating lever (4) coarse adjustment bearing plate (6), and by adaptor (3) and sliding block (32)
Rise to suitable position；
With the height of elevating lever (4) adjustment bearing plate (6), it is allowed to insert the breach that the floor beam set up forms；
Breach is loaded using multiple template branch stake tool and finished, key enclosure wall template is built in floor beam surrounding；
Concrete is poured into a mould, forms flooring；
Completely after solidification, bearing plate (6) is separated with flooring by rotating elevating lever (4), sliding block (32) is then unclamped and causes
Adaptor (3) rapid decrease；
Lifting support bar (8), adjustment so that wheel portion (7) lands, and template supporting tool is transported into another flooring installs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711027870.8A CN107780653B (en) | 2017-10-28 | 2017-10-28 | Formwork supporting tool for steel structure floor system and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711027870.8A CN107780653B (en) | 2017-10-28 | 2017-10-28 | Formwork supporting tool for steel structure floor system and construction method |
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| Publication Number | Publication Date |
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| CN107780653A true CN107780653A (en) | 2018-03-09 |
| CN107780653B CN107780653B (en) | 2020-03-20 |
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| CN201711027870.8A Active CN107780653B (en) | 2017-10-28 | 2017-10-28 | Formwork supporting tool for steel structure floor system and construction method |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108286333A (en) * | 2018-03-27 | 2018-07-17 | 南京汤泉建设集团有限公司 | Method is built in slab form system and building construction |
| CN108442693A (en) * | 2018-05-31 | 2018-08-24 | 俊川建筑科技有限公司 | One kind fast moving installation support system |
| CN114150850A (en) * | 2021-12-07 | 2022-03-08 | 重庆众福嘉乐钢结构工程有限公司 | Fabricated steel structure and building method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103485522A (en) * | 2013-10-12 | 2014-01-01 | 江苏耀捷建设工程有限公司 | Novel easily-connected scaffold |
| CN204510803U (en) * | 2015-04-03 | 2015-07-29 | 哈尔滨铁道职业技术学院 | A kind of civil engineering tool-type support shuttering |
| CN205382707U (en) * | 2016-03-07 | 2016-07-13 | 许高康 | A concrete placement support frame for civil engineering |
| CN205637573U (en) * | 2016-04-12 | 2016-10-12 | 天津市莎烽科技有限公司 | Early formwork support frame connecting device that tears open of durable type |
-
2017
- 2017-10-28 CN CN201711027870.8A patent/CN107780653B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103485522A (en) * | 2013-10-12 | 2014-01-01 | 江苏耀捷建设工程有限公司 | Novel easily-connected scaffold |
| CN204510803U (en) * | 2015-04-03 | 2015-07-29 | 哈尔滨铁道职业技术学院 | A kind of civil engineering tool-type support shuttering |
| CN205382707U (en) * | 2016-03-07 | 2016-07-13 | 许高康 | A concrete placement support frame for civil engineering |
| CN205637573U (en) * | 2016-04-12 | 2016-10-12 | 天津市莎烽科技有限公司 | Early formwork support frame connecting device that tears open of durable type |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108286333A (en) * | 2018-03-27 | 2018-07-17 | 南京汤泉建设集团有限公司 | Method is built in slab form system and building construction |
| CN108442693A (en) * | 2018-05-31 | 2018-08-24 | 俊川建筑科技有限公司 | One kind fast moving installation support system |
| CN108442693B (en) * | 2018-05-31 | 2021-07-09 | 俊川建筑科技有限公司 | Quick-moving installation support system |
| CN114150850A (en) * | 2021-12-07 | 2022-03-08 | 重庆众福嘉乐钢结构工程有限公司 | Fabricated steel structure and building method thereof |
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| CN107780653B (en) | 2020-03-20 |
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Denomination of invention: A template support tool and construction method for steel structure floor systems Effective date of registration: 20231219 Granted publication date: 20200320 Pledgee: Bank of Wenzhou Limited by Share Ltd. Ouhai branch Pledgor: WENZHOU WEITAI CONSTRUCTION Co.,Ltd. Registration number: Y2023330003056 |