CN110056182A - It can turnover type steel bar truss floor support plate support device - Google Patents
It can turnover type steel bar truss floor support plate support device Download PDFInfo
- Publication number
- CN110056182A CN110056182A CN201910425096.9A CN201910425096A CN110056182A CN 110056182 A CN110056182 A CN 110056182A CN 201910425096 A CN201910425096 A CN 201910425096A CN 110056182 A CN110056182 A CN 110056182A
- Authority
- CN
- China
- Prior art keywords
- bar
- screw rod
- truss floor
- support plate
- steel bar
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 46
- 239000010959 steel Substances 0.000 title claims abstract description 46
- 230000007306 turnover Effects 0.000 title claims abstract description 15
- 238000007789 sealing Methods 0.000 claims description 7
- 230000000694 effects Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 14
- 230000001360 synchronised effect Effects 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 7
- 238000013461 design Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000003466 welding Methods 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
It can turnover type steel bar truss floor support plate support device the invention discloses one kind, including two support frames, support frame as described above includes screw rod firm banking, vertical bar, cross bar and brace, cross bar is fixedly mounted on the side of vertical bar, two cross bars one end close to each other opens up fluted, the same telescopic rod is slidably fitted in two grooves, control device is equipped in groove, control device is adapted with cross bar, multiple movable bearing supports are equipped at the top of two cross bars, the bottom of movable bearing support offers U-type groove, cross bar is installed in U-type groove, vertical bar is both connected on brace with corresponding cross bar, structure of the invention is reasonable, the support device can provide enough bearing capacitys for steel bar truss floor support plate, it synchronous with steel bar truss floor support plate can not only install, convenient and quick construction, and it is not take up lower space, meet interspersed construction needs, And realize and be used in turn, it can be used in the construction in different form steel bar girder building.
Description
Technical field
The present invention relates to steel bar truss floor support plate technical fields, and specially one kind can the support of turnover type steel bar truss floor support plate
Device.
Background technique
With the continuous expansion of city size, multifarious development model is also presented in architecture structure form, and steel construction is this
Have the characteristics that industrialize processing stage height, short construction period, energy conservation and environmental protection, steel bar truss floor support plate generally considers in the design
At formwork system is exempted from, according to factors such as structure type, span, slab thickness and construction loads, the steel of different size form is selected
Muscle truss floor support plate, currently, in the biggish steel bar truss floor support plate construction of span, even if steel bar truss floor support plate supports span
Meeting design allows to exempt from the requirement of formwork span, sets up full hall foot hand frequently in steel bar truss floor support plate bottom in previous construction
The mode of frame is supported；
However the bottom of existing steel bar truss floor support plate sets up full hall scaffold and does not only take up a large amount of steel pipe scaffolds, but also
Need a large amount of manpowers, the time carry out scaffold building, it is this for steel bar truss floor support plate itself have exempt from for branch module feature,
Only go to set up full hall scaffold be a kind of significant wastage from construction safety angle.
Summary of the invention
The purpose of the present invention is to provide can turnover type steel bar truss floor support plate support device, to solve above-mentioned steel bar girder
The bottom of floor support plate sets up full hall scaffold and does not only take up a large amount of steel pipe scaffolds, but also a large amount of manpowers, time is needed to carry out
Scaffold building sets up the problem of full hall scaffold will be a kind of significant wastage.
To achieve the above object, the invention provides the following technical scheme: can turnover type steel bar truss floor support plate support device,
Including two support frames, support frame as described above includes screw rod firm banking, vertical bar, cross bar and brace, and cross bar is fixedly mounted on vertical bar
Side, two cross bars one end close to each other opens up fluted, and the same telescopic rod is slidably fitted in two grooves, recessed
Control device is equipped in slot, control device is adapted with cross bar, and multiple movable bearing supports, activity branch are equipped at the top of two cross bars
The bottom of seat offers U-type groove, and cross bar is installed in U-type groove, and vertical bar is both connected on brace with corresponding cross bar, the bottom of vertical bar
End is fixedly installed with sealing plate, and the bottom of sealing plate offers threaded hole, and the bottom end of vertical bar offers thread groove, screw rod firm banking packet
Screw rod and U-shaped folder are included, screw thread is equipped with hexagonal bolt head on screw rod, and screw flight is mounted in threaded hole and thread groove.
Preferably, the first fixation hole is offered at the top of the U-shaped folder, screw slide is mounted in the first fixation hole, spiral shell
The bottom end of bar is fixedly installed with the first circular base plate, and the bottom of U-shaped folder offers the second fixation hole, sliding peace in the second fixation hole
Equipped with screw rod.
Preferably, screw thread is equipped with nut on the screw rod, and nut is rotatably installed in the bottom of U-shaped folder, the top of screw rod
It is welded with the second circular base plate, the second circular base plate is adapted with the first circular base plate.
Preferably, the control device includes control block, gear, rotating bar, inserted block and spring, in the top inner wall of groove
Rotation slot is offered, rotation hole is offered in the bottom interior wall of groove, rotating bar is rotatably installed in rotation hole, the top of rotating bar
End is rotatably installed in rotation slot, and rotating bar rotates in rotation hole and turn trough can be with stable rotation position.
Preferably, multiple sockets are offered on the outside of the rotating bar, and pressure spring slot, inserted block are offered on the inner wall of rotation hole
Be slidably mounted in pressure spring slot, inserted block is slidably mounted in socket, and the side of inserted block is welded on one end of spring, spring it is another
End is welded on the inner wall of pressure spring slot, and control block is fixedly mounted on the bottom end of rotating bar, and control block drives rotating bar rotation, rotation
Bar presses inserted block when rotating, so that inserted block is skidded off from socket, after inserted block and next outlet contacts, because the elasticity of spring is made
With driving inserted block to slide into socket, the position after rotating bar rotates can be fixed.
Preferably, cross bar bottom is rotatably installed at the top of the control block, the side of telescopic rod is fixedly installed with rack gear,
Gear fixation is set in rotating bar, wheel and rack engagement, rotates control block, and control block drives rotating bar rotation.
Compared with prior art, the beneficial effects of the present invention are:
1. can carry out height adjustment due to being provided with support frame, telescopic rod and movable bearing support according to girder steel height, be applicable to
In the support of different size form steel bar truss floor support plate, telescopic rod connects frame supported on both sides, can be adjusted according to practical span
Section support span, movable bearing support can adjust the setting quantity of movable bearing support according to upper support load situation, solid using screw rod
Determine pedestal, can effectively be fixedly mounted on the steel beam flange plate of different-thickness, and the synchronous laying with steel bar truss floor support plate, peace
It fills simple and convenient.
2. structure of the invention is reasonable, which can provide enough bearing capacitys for steel bar truss floor support plate, not only
It synchronous with steel bar truss floor support plate can install, convenient and quick construction, and be not take up lower space, meet interspersed construction need
It wants, and realizes and be used in turn, can be used in the construction in different form steel bar girder building.
Detailed description of the invention
Fig. 1 is schematic view of the front view of the present invention；
Fig. 2 is the present invention half across structural schematic diagram；
Fig. 3 is the structural schematic diagram of support frame of the present invention；
Fig. 4 is the structural schematic diagram of telescopic rod of the present invention；
Fig. 5 is movable bearing support schematic diagram of the present invention；
Fig. 6 is screw rod firm banking schematic diagram of the present invention；
Fig. 7 is schematic diagram of the three-dimensional structure；
Fig. 8 is the structural schematic diagram of cross bar of the present invention and telescopic rod.
In figure: 1, support frame；2, telescopic rod；3, movable bearing support；4, screw rod firm banking；5, vertical bar；6, cross bar；7, tiltedly
Bar；8, screw rod；9, U-shaped folder；10, control block；11, gear；12, sealing plate；13, hexagonal bolt head；14, the first circular base plate；15,
Two circular base plates；16, screw rod；17, rotating bar；18, inserted block.
Specific embodiment
Full hall scaffold is set up in order to solve the bottom of steel bar truss floor support plate and does not only take up a large amount of steel pipe scaffolds, and
It also needs a large amount of manpowers, time to carry out scaffold building, sets up the problem of full hall scaffold will be a kind of significant wastage, the present invention
Providing can turnover type steel bar truss floor support plate support device.Following will be combined with the drawings in the embodiments of the present invention, to the present invention
Technical solution in embodiment is clearly and completely described, it is clear that described embodiment is only that present invention a part is real
Example is applied, instead of all the embodiments.Based on the embodiments of the present invention, those of ordinary skill in the art are not making creation
Property labour under the premise of every other embodiment obtained, shall fall within the protection scope of the present invention.
Embodiment 1
Please refer to Fig. 1-8, present embodiments provide can turnover type steel bar truss floor support plate support device, can turnover type steel bar girder
Floor support plate support device, including two support frames 1, support frame 1 include screw rod firm banking 4, vertical bar 5, cross bar 6 and brace 7, cross
Bar 6 is fixedly mounted on the side of vertical bar 5, and two cross bars 6 one end close to each other opens up fluted, sliding peace in two grooves
Equipped with the same telescopic rod 2, it is equipped with control device in groove, control device is adapted with cross bar 6, and the top of two cross bars 6 is equal
Equipped with multiple movable bearing supports 3, the bottom of movable bearing support 3 offers U-type groove, and cross bar 6 is installed in U-type groove, vertical bar 5 with it is corresponding
Cross bar 6 is both connected on brace 7, and the bottom end of vertical bar 5 is fixedly installed with sealing plate 12, and the bottom of sealing plate 12 offers threaded hole, is erected
The bottom end of bar 5 offers thread groove, and screw rod firm banking 4 includes screw rod 8 and U-shaped folder 9, and screw thread is equipped with hexagonal bolt on screw rod 8
First 13, screw rod 8 is threadably mounted in threaded hole and thread groove.
Wherein, the top of U-shaped folder 9 offers the first fixation hole, and screw rod 8 is slidably mounted in the first fixation hole, screw rod 8
Bottom end is fixedly installed with the first circular base plate 14, and the bottom of U-shaped folder 9 offers the second fixation hole, sliding peace in the second fixation hole
Equipped with screw rod 16, screw thread is equipped with nut on screw rod 16, and nut is rotatably installed in the bottom of U-shaped folder 9, the top welding of screw rod 16
There is the second circular base plate 15, the second circular base plate 15 is adapted with the first circular base plate 14.
In the present embodiment, before steel bar truss floor support plate construction, need respectively on the girder steel of steel bar truss floor support plate two sides
Support frame 1 is installed, with 8 standing screw firm banking 4 of screw rod and clamps steel beam flange, according to the fixed bottom of girder steel height adjusting screw rod
Seat 4 height tighten the screw rod 16 in U-shaped folder 9 after the completion of highly adjusting and fix support frame 1, frame 1 supported on both sides it
Between penetrate telescopic rod 2 and be attached, 2 extension elongation of telescopic rod is adjusted according to support span, according to upper reinforcement truss floor support plate
It is laid with model and movable bearing support 3 is rationally set, the movable bearing support of two kinds of different heights is set on support frame 1 and telescopic rod 2 respectively
3, all 3 upper levels of movable bearing support are consistent after guaranteeing installation, laying steel bar truss floor support plate started above, to reinforcing bar purlin
After the completion of the construction of frame floor support plate, the screw rod 8 of the screw rod 16 in the U-shaped folder that comes loose 9, torsion screw rod firm banking 4 reduces the device
Highly, it can be removed after the device is detached from steel bar truss floor support plate.
Embodiment 2
Please refer to Fig. 1-8, be further improved on the basis of embodiment 1: control device include control block 10, gear 11,
Rotating bar 17, inserted block 18 and spring offer rotation slot in the top inner wall of groove, rotation are offered in the bottom interior wall of groove
Hole, rotating bar 17 are rotatably installed in rotation hole, and the top of rotating bar 17 is rotatably installed in rotation slot, the outside of rotating bar 17
Multiple sockets are offered, pressure spring slot is offered on the inner wall of rotation hole, inserted block 18 is slidably mounted in pressure spring slot, and inserted block 18 slides
It is mounted in socket, the side of inserted block 18 is welded on one end of spring, and the other end of spring is welded on the inner wall of pressure spring slot, control
Clamp dog 10 is fixedly mounted on the bottom end of rotating bar 17, and the top of control block 10 is rotatably installed in 6 bottom of cross bar, and the one of telescopic rod 2
Side is fixedly installed with rack gear, and the fixation of gear 11 is set in rotating bar 17, and gear 11 is engaged with rack, and rotates control block 10, control
Clamp dog 10 drives rotating bar 17 to rotate, and rotating bar 17 presses inserted block 18 when rotating, so that inserted block 18 is skidded off from socket, when inserted block 18
After next outlet contacts, because the elastic reaction of spring drives inserted block 18 to slide into socket, 17 turns of rotating bar can be fixed
Position after dynamic, rotating bar 17 are rotated with moving gear 11, and gear 11 drives telescopic rod 2 to slide in groove, i.e., two adjustable
Mounting distance between support frame 1.
In description of the invention, it should be noted that the orientation of the instructions such as term "vertical", "upper", "lower", "horizontal" or
Person's positional relationship is orientation based on the figure or positional relationship, is merely for convenience of description of the present invention and simplification of the description,
Rather than the device or element of instruction or hint meaning must have a particular orientation, and are constructed and grasped with specific orientation
Make, therefore is not considered as limiting the invention.In addition, " first ", " second " are used for description purposes only, and should not be understood as
Instruction implies relative importance.
In description of the invention, it is also necessary to explanation, unless otherwise specific regulation and limitation, term " setting ", " peace
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection, can be mechanical connection, is also possible to be electrically connected, can be and be directly connected to, and be also possible to be connected by intermediary, can
To be the connection inside two elements.For the ordinary skill in the art, can understand as the case may be above-mentioned
The concrete meaning of term in the present invention.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (6)
1. can turnover type steel bar truss floor support plate support device, including two support frames (1), it is characterised in that: support frame as described above
It (1) include screw rod firm banking (4), vertical bar (5), cross bar (6) and brace (7), cross bar (6) is fixedly mounted on the one of vertical bar (5)
Side, two cross bar (6) one end close to each other open up fluted, and the same telescopic rod (2) are slidably fitted in two grooves,
Control device is equipped in groove, control device is adapted with cross bar (6), and multiple activity branch are equipped at the top of two cross bars (6)
Seat (3), the bottom of movable bearing support (3) offers U-type groove, and cross bar (6) is installed in U-type groove, vertical bar (5) and corresponding cross bar
(6) it is both connected on brace (7), the bottom end of vertical bar (5) is fixedly installed with sealing plate (12), and the bottom of sealing plate (12) offers screw thread
Hole, the bottom end of vertical bar (5) offer thread groove, and screw rod firm banking (4) includes screw rod (8) and U-shaped folder (9), spiral shell on screw rod (8)
Line is equipped with hexagonal bolt head (13), and screw rod (8) is threadably mounted in threaded hole and thread groove.
2. according to claim 1 can turnover type steel bar truss floor support plate support device, it is characterised in that: the U-shaped folder
(9) the first fixation hole is offered at the top of, screw rod (8) is slidably mounted in the first fixation hole, and the bottom end of screw rod (8) is fixedly mounted
Have the first circular base plate (14), the bottom of U-shaped folder (9) offers the second fixation hole, is slidably fitted with screw rod in the second fixation hole
(16).
3. according to claim 2 can turnover type steel bar truss floor support plate support device, it is characterised in that: the screw rod
(16) screw thread is equipped with nut on, and nut is rotatably installed in the bottom of U-shaped folder (9), and the top of screw rod (16) is welded with the second circle
Shape chassis (15), the second circular base plate (15) are adapted with the first circular base plate (14).
4. according to claim 1 can turnover type steel bar truss floor support plate support device, it is characterised in that: the control dress
It sets including control block (10), gear (11), rotating bar (17), inserted block (18) and spring, offers and turn in the top inner wall of groove
Slot is moved, offers rotation hole in the bottom interior wall of groove, rotating bar (17) is rotatably installed in rotation hole, the top of rotating bar (17)
End is rotatably installed in rotation slot.
5. according to claim 4 can turnover type steel bar truss floor support plate support device, it is characterised in that: the rotating bar
(17) multiple sockets are offered on the outside of, pressure spring slot is offered on the inner wall of rotation hole, and inserted block (18) is slidably mounted on pressure spring slot
Interior, inserted block (18) is slidably mounted in socket, and the side of inserted block (18) is welded on one end of spring, and the other end of spring is welded on
On the inner wall of pressure spring slot, control block (10) is fixedly mounted on the bottom end of rotating bar (17).
6. according to claim 4 can turnover type steel bar truss floor support plate support device, it is characterised in that: the control block
(10) cross bar (6) bottom is rotatably installed at the top of, the side of telescopic rod (2) is fixedly installed with rack gear, gear (11) fixing sleeve
It is located on rotating bar (17), gear (11) is engaged with rack.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910425096.9A CN110056182A (en) | 2019-05-21 | 2019-05-21 | It can turnover type steel bar truss floor support plate support device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910425096.9A CN110056182A (en) | 2019-05-21 | 2019-05-21 | It can turnover type steel bar truss floor support plate support device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110056182A true CN110056182A (en) | 2019-07-26 |
Family
ID=67323781
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910425096.9A Pending CN110056182A (en) | 2019-05-21 | 2019-05-21 | It can turnover type steel bar truss floor support plate support device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110056182A (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700573A (en) * | 2019-10-11 | 2020-01-17 | 重庆建工建筑产业技术研究院有限公司 | Construction method, device and application of formwork support system adopting steel beam |
| CN111364757A (en) * | 2020-04-30 | 2020-07-03 | 郑州宝冶钢结构有限公司 | Supporting structure of steel bar truss floor bearing plate |
| CN111424955A (en) * | 2020-05-07 | 2020-07-17 | 上海建工集团股份有限公司 | Automatic adjusting device and adjusting method for supporting steel column of super high-rise building construction platform |
| CN111576926A (en) * | 2020-05-12 | 2020-08-25 | 中铁十四局集团建筑工程有限公司 | Steel structure house floor formwork supporting structure and construction method |
| CN112359731A (en) * | 2020-11-05 | 2021-02-12 | 江苏省交通工程集团有限公司 | Movable hanging basket device for concrete tie rod of tied arch bridge |
| CN112854818A (en) * | 2021-01-14 | 2021-05-28 | 中国建筑第八工程局有限公司 | Floor support plate supporting device |
| CN114197638A (en) * | 2021-12-28 | 2022-03-18 | 江苏远瀚建筑设计有限公司 | Assembled strength nature post |
| CN114197717A (en) * | 2021-12-17 | 2022-03-18 | 中建八局第四建设有限公司 | Reverse supporting structure of steel bar truss |
| CN114575592A (en) * | 2022-03-07 | 2022-06-03 | 中建八局第三建设有限公司 | Construction method of steel bar truss floor support plate supporting system |
| CN114809284A (en) * | 2021-06-18 | 2022-07-29 | 上海盛铁钢结构有限公司 | Steel structure frame for floor support plate |
| CN118087768A (en) * | 2024-04-19 | 2024-05-28 | 北京建工集团有限责任公司 | Large-span truss floor carrier plate |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20090052738A (en) * | 2007-11-21 | 2009-05-26 | 장광윤 | Truss girder integrated slab form structure |
| CN205531315U (en) * | 2016-01-21 | 2016-08-31 | 中建钢构有限公司 | Can dismantle steel bar truss building carrier plate support system |
| CN107237437A (en) * | 2017-07-27 | 2017-10-10 | 安徽建工集团有限公司 | Combined type reinforced truss floor support plate and its construction method |
| CN208122301U (en) * | 2018-10-17 | 2018-11-20 | 中国建筑第五工程局有限公司 | A kind of floor support plate supporting apparatus |
| CN208251619U (en) * | 2018-05-10 | 2018-12-18 | 中建二局安装工程有限公司 | A kind of assembling truss floor support plate support |
| CN109065461A (en) * | 2018-06-28 | 2018-12-21 | 侯丽华 | A kind of encapsulating structure and its manufacturing method |
| CN109518605A (en) * | 2018-09-18 | 2019-03-26 | 浙江交通职业技术学院 | The telescopic overhanging support of one kind and its installation method |
| CN210105295U (en) * | 2019-05-21 | 2020-02-21 | 北京城建北方集团有限公司 | Can have enough to meet need formula steel bar truss floor carrier plate strutting arrangement |
-
2019
- 2019-05-21 CN CN201910425096.9A patent/CN110056182A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20090052738A (en) * | 2007-11-21 | 2009-05-26 | 장광윤 | Truss girder integrated slab form structure |
| CN205531315U (en) * | 2016-01-21 | 2016-08-31 | 中建钢构有限公司 | Can dismantle steel bar truss building carrier plate support system |
| CN107237437A (en) * | 2017-07-27 | 2017-10-10 | 安徽建工集团有限公司 | Combined type reinforced truss floor support plate and its construction method |
| CN208251619U (en) * | 2018-05-10 | 2018-12-18 | 中建二局安装工程有限公司 | A kind of assembling truss floor support plate support |
| CN109065461A (en) * | 2018-06-28 | 2018-12-21 | 侯丽华 | A kind of encapsulating structure and its manufacturing method |
| CN109518605A (en) * | 2018-09-18 | 2019-03-26 | 浙江交通职业技术学院 | The telescopic overhanging support of one kind and its installation method |
| CN208122301U (en) * | 2018-10-17 | 2018-11-20 | 中国建筑第五工程局有限公司 | A kind of floor support plate supporting apparatus |
| CN210105295U (en) * | 2019-05-21 | 2020-02-21 | 北京城建北方集团有限公司 | Can have enough to meet need formula steel bar truss floor carrier plate strutting arrangement |
Non-Patent Citations (1)
| Title |
|---|
| 胡胜海: "机械系统设计", vol. 1997, 30 September 1997, 哈尔滨工程大学出版社, pages: 82 - 83 * |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700573A (en) * | 2019-10-11 | 2020-01-17 | 重庆建工建筑产业技术研究院有限公司 | Construction method, device and application of formwork support system adopting steel beam |
| CN111364757A (en) * | 2020-04-30 | 2020-07-03 | 郑州宝冶钢结构有限公司 | Supporting structure of steel bar truss floor bearing plate |
| CN111424955A (en) * | 2020-05-07 | 2020-07-17 | 上海建工集团股份有限公司 | Automatic adjusting device and adjusting method for supporting steel column of super high-rise building construction platform |
| CN111576926A (en) * | 2020-05-12 | 2020-08-25 | 中铁十四局集团建筑工程有限公司 | Steel structure house floor formwork supporting structure and construction method |
| CN112359731A (en) * | 2020-11-05 | 2021-02-12 | 江苏省交通工程集团有限公司 | Movable hanging basket device for concrete tie rod of tied arch bridge |
| CN112854818A (en) * | 2021-01-14 | 2021-05-28 | 中国建筑第八工程局有限公司 | Floor support plate supporting device |
| CN114809284A (en) * | 2021-06-18 | 2022-07-29 | 上海盛铁钢结构有限公司 | Steel structure frame for floor support plate |
| CN114197717A (en) * | 2021-12-17 | 2022-03-18 | 中建八局第四建设有限公司 | Reverse supporting structure of steel bar truss |
| CN114197638A (en) * | 2021-12-28 | 2022-03-18 | 江苏远瀚建筑设计有限公司 | Assembled strength nature post |
| CN114575592A (en) * | 2022-03-07 | 2022-06-03 | 中建八局第三建设有限公司 | Construction method of steel bar truss floor support plate supporting system |
| CN118087768A (en) * | 2024-04-19 | 2024-05-28 | 北京建工集团有限责任公司 | Large-span truss floor carrier plate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110056182A (en) | It can turnover type steel bar truss floor support plate support device | |
| CN201003287Y (en) | Template support frame | |
| CN209011621U (en) | Adjustable supporting mechanism and support system | |
| CN209686860U (en) | A kind of floor of steel structure construction top support type exempts from support for shuttering | |
| CN107975251B (en) | Assembled building wallboard joint support device | |
| CN207553652U (en) | A kind of assembled architecture wallboard combines support device | |
| CN112900858A (en) | Adjustable beam bottom template supporting device | |
| CN202347843U (en) | Building construction beam frame | |
| CN205444889U (en) | Support arrangement for horizontal prefabricated component | |
| CN114278081A (en) | Auxiliary device for construction of laminated floor slab joint template and construction method | |
| CN113550551A (en) | Construction device and method for pull-up type overhanging scaffold | |
| CN106958233B (en) | For pouring the hydraulic self-lifting formula cantilever form construction method of Arch Dam Concrete | |
| CN206530078U (en) | A kind of support meanss | |
| CN209780318U (en) | prefabricated component installation bearing structure | |
| JP2002364170A (en) | Form device and form construction method | |
| CN206530077U (en) | A kind of support frame | |
| CN110424740A (en) | A kind of leveling unit and method | |
| CN112942779A (en) | Fine-adjustable cantilever formwork system device and construction method using same | |
| CN212078597U (en) | Combined building scaffold | |
| CN206570952U (en) | A kind of steel structure girder folder of application building support fastener | |
| CN216196652U (en) | Concrete formwork supporting device convenient to adjust and used for building engineering | |
| RU141933U1 (en) | FORMWORK (OPTIONS) | |
| CN2734902Y (en) | Shuttering supporting post-rod | |
| CN216007797U (en) | Bottom die structure | |
| CN212927339U (en) | Anti-tilting device for supporting building template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Deguo Inventor after: Zhang Wanli Inventor after: Zhou Yulong Inventor after: Liu Qingjiang Inventor after: Zhang Yang Inventor after: Guo Teng Inventor after: Zhang Youzhen Inventor after: Peng Jingxiang Inventor after: Yang Leigang Inventor before: Wang Deguo Inventor before: Zhang Wanli Inventor before: Zhou Yulong Inventor before: Liu Qingjiang Inventor before: Zhang Yang Inventor before: Guo Teng Inventor before: Zhang Youzhen Inventor before: Peng Jingxiang Inventor before: Yang Leigang |
|
| CB03 | Change of inventor or designer information |