CN207277212U - A kind of novel steel beam floorings construction formwork supporting structure - Google Patents
A kind of novel steel beam floorings construction formwork supporting structure Download PDFInfo
- Publication number
- CN207277212U CN207277212U CN201721217298.7U CN201721217298U CN207277212U CN 207277212 U CN207277212 U CN 207277212U CN 201721217298 U CN201721217298 U CN 201721217298U CN 207277212 U CN207277212 U CN 207277212U
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- steel
- lumps
- supporting structure
- support
- construction formwork
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Abstract
The utility model belongs to technical field of bridge construction, a kind of more particularly to novel steel beam floorings construction formwork supporting structure, including I-steel transverse direction drop in beam and falsework, multiple I-steel transverse direction drop in beams are arranged in parallel and are connected with Steel Truss Beam, are used to support the falsework；The Steel Truss Beam includes transverse slat beam, central sill and large girder, the I-steel transverse direction drop in beam is connected with oblique pull hanging ring and suspension welding block, the oblique pull hanging ring is connected by steel wire rope and the suspension of the transverse slat beam and central sill, and the suspension welding block is connected with large girder hanging.The utility model, which meets ground, can not set up cast-in-place concrete construction full framing force request in the case of scaffold.
Description
Technical field
The utility model belongs to technical field of bridge construction, more particularly to a kind of novel steel beam floorings construction formwork stent
Structure.
Background technology
Setting up for Steel Truss Beam floorings cast-in-place construction full framing meets the requirements in bearing capacity in the prior art
Carried out on ground, in the case of on-site actual situations directly can not set up scaffold on ground, it is difficult to reach construction requirement, because
This, there is an urgent need for a kind of steel that disclosure satisfy that ground and can not set up cast-in-place concrete construction full framing force request in the case of scaffold
Beam bridge panel construction formwork supporting structure.
Utility model content
The purpose of this utility model is to provide a kind of novel steel beam floorings construction formwork supporting structure, by reequiping I-shaped
Steel, makes the structure stress of scaffold full framing pass to steel truss girder by I-steel, to meet that ground can not set up foot
Cast-in-place concrete construction full framing force request in the case of hand cradle.
The utility model provides a kind of novel steel beam floorings construction formwork supporting structure, including I-steel transverse direction drop in beam
And falsework, multiple I-steel transverse direction drop in beams are arranged in parallel and are connected with Steel Truss Beam, are used to support falsework；
Steel Truss Beam includes transverse slat beam, central sill and large girder, and I-steel transverse direction drop in beam is connected with oblique pull hanging ring and suspension weldering
Block is connect, oblique pull hanging ring is connected by steel wire rope and the suspension of transverse slat beam and central sill, and suspension welding block is connected with large girder hanging.
Further, falsework includes the supporting rack built by steel tube poles, bridging and steel tube fastener, steel tube poles
Adjustable U-shaped jacking is connected with, adjustable U-shaped jacking is used to pass through lumps of wood support beam and lumps of wood support stringer support shuttering.
Further, adjustable U-shaped jacking includes threaded rod, adjustment is buckled and U-shaped jacking, threaded rod one end insertion steel tube poles
Interior, the other end connects U-shaped jacking, and threaded rod is connected with steel tube poles by adjusting buckleing.
Further, lumps of wood support stringer is connected with U-shaped jacking, and lumps of wood support beam is arranged on above lumps of wood support stringer,
Wedge-shaped adjusting block is equipped between lumps of wood support beam and lumps of wood support stringer.
Further, central sill is connected by reinforcing bar crotch with steel wire rope.
According to the above aspect of the present invention, by novel steel beam floorings construction formwork supporting structure, foot can not be set up by meeting ground
Cast-in-place concrete construction full framing force request in the case of hand cradle.
Described above is only the general introduction of technical solutions of the utility model, in order to better understand the skill of the utility model
Art means, and being practiced according to the content of specification, with the preferred embodiment of the utility model and coordinate attached drawing detailed below
Describe in detail bright as after.
Brief description of the drawings
Fig. 1 is a kind of novel steel beam floorings construction formwork supporting structure I-steel transverse direction drop in beam of the utility model and steel truss
The connection diagram set a roof beam in place；
Fig. 2 is a kind of novel steel beam floorings construction formwork supporting structure I-steel transverse direction drop in beam of the utility model and template
The connection diagram of support system；
Fig. 3 is a kind of structure of novel steel beam floorings construction formwork supporting structure I-steel transverse direction drop in beam of the utility model
Schematic diagram；
Fig. 4 is that a kind of structure of novel steel beam floorings construction formwork supporting structure formwork bracing system of the utility model is shown
It is intended to；
Fig. 5 is that a kind of structure of novel steel beam floorings construction formwork supporting structure adjustable U-shaped jacking of the utility model is shown
It is intended to；
Fig. 6 is a kind of novel steel beam floorings construction formwork supporting structure lumps of wood support beam of the utility model and wood lump supporting
Support the layout drawing of longeron.
Figure label：
10- I-steel transverse direction drop in beams；11- oblique pull hanging rings；12- hangs welding block；13- steel wire ropes；14- reinforcing bar crotches；
21- central sills；22- large girders；
31- steel tube poles；32- steel tube fasteners；33- bridgings；34- lumps of wood support beams；35- lumps of wood support stringers；36-
Wedge-shaped adjusting block；37- threaded rods；38- adjustment buttons；39-U type jackings.
Embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is described in further detail.Below
Embodiment is used to illustrate the utility model, but is not intended to limit the scope of the present invention.
Join shown in Fig. 1 to Fig. 6, present embodiments provide a kind of novel steel beam floorings construction formwork supporting structure, including
I-steel transverse direction drop in beam 10 and falsework, multiple I-steel transverse direction drop in beams 10 are arranged in parallel and are connected with Steel Truss Beam, are used for
Support shuttering stent；
Steel Truss Beam includes transverse slat beam, central sill 21 and large girder 22, and I-steel transverse direction drop in beam 10 is connected with oblique pull hanging ring 11
And suspension welding block 12, oblique pull hanging ring 11 are connected by steel wire rope 13 and transverse slat beam and the suspension of central sill 21, suspension welding block 12 with
The hanging connection of large girder 22.
The present embodiment is suitably reequiped in the case where not changing I-steel mechanical characteristic, in its stress one side of the board
Processing suspension welding block and oblique pull hanging ring, oblique pull hanging ring by steel wire hang on main steel transverse slat beam and central sill, weld by suspension
Connect block and be hung on main steel large girder by adding wedge-shaped adjusting block, its stress then securely and reliably can be transmitted to steel by such I-steel
Truss girder, cast-in-place concrete construction full framing force request in the case of scaffold can not be set up by meeting ground.
In the present embodiment, falsework includes the support built by steel tube poles 31, bridging 33 and steel tube fastener 32
Frame (scaffold), steel tube poles 31 are connected with adjustable U-shaped jacking, and adjustable U-shaped jacking is used for by lumps of wood support beam 34 and side
Wooden 35 support shuttering of support stringer.The scaffold support that steel tube poles and steel tube fastener are set up passes through I-steel on I-steel
Vertical pressure is passed into Steel Truss Beam, thus evenly distributed I-steel is made to I-steel together with Steel Truss Beam fixation
For scaffold building support system.Analyzed by calculating, in the case of the least favorable under analysis static load and dynamic loads effect
Stress, the horizontal and vertical minimum spacing taken, carry out scaffold building.
In the present embodiment, adjustable U-shaped jacking includes threaded rod 37,38 and U-shaped jacking 39,37 one end of threaded rod are buckled in adjustment
It is inserted into steel tube poles 31, the other end connects U-shaped jacking 39, and threaded rod 37 is connected by adjusting buckleing 38 with steel tube poles 31.
In the present embodiment, lumps of wood support stringer 35 is connected with U-shaped jacking 39, and lumps of wood support beam 34 is supported arranged on the lumps of wood
The top of longeron 35, is equipped with wedge-shaped adjusting block 36 between lumps of wood support beam 34 and lumps of wood support stringer 35.Laterally homogeneous arrangement
Lumps of wood support beam is supported by lumps of wood support stringer, and as support lumps of wood support stringer can by adjustable U-shaped jacking into
Row height adjusts, so as to fulfill the trickle adjustment to falsework, Control architecture shape.
After the completion of falsework is set up, template top and bottom absolute altitude is checked with spirit level, and considers the design requirement of camber,
Template is carried out before casting concrete integrally to check.
In the present embodiment, central sill 21 is connected by reinforcing bar crotch 14 with steel wire rope 13, easy to connect.
Novel steel beam floorings construction formwork supporting structure provided in this embodiment, I-steel can effectively be made by repacking
For support system supporting steel pipe stent, horizontal, longitudinal steel pipe is smaller than 1m and meets under stressing conditions, and debugging template is convenient, high
Effect, securely and reliably, repeatedly turnover are applied to floorings cast-in-place construction, meet the every technical requirements of construction and safety requirements, specifically
Including following technique effect：
1) I-steel processing repacking is simple, easy to operate, and does not change I-steel mechanical characteristic, securely and reliably.
2) setting up for falsework limits from landform, and connection system for guide rail will not be too high, saves material, conveniently set up and
Remove, can effectively accelerate construction progress, ensure construction quality.
3) spillage of material is relatively low, can have enough to meet the need construction repeatedly, improves stock utilization, reduces construction cost.
The above is only the preferred embodiment of the utility model, is not intended to limit the present invention, it is noted that
For those skilled in the art, on the premise of the utility model technical principle is not departed from, can also do
Go out some improvement and modification, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (5)
1. a kind of novel steel beam floorings construction formwork supporting structure, it is characterised in that including I-steel transverse direction drop in beam and template
Stent, multiple I-steel transverse direction drop in beams are arranged in parallel and are connected with Steel Truss Beam, are used to support the falsework；
The Steel Truss Beam includes transverse slat beam, central sill and large girder, and the I-steel transverse direction drop in beam is connected with oblique pull hanging ring and hangs
Welding block is hung, the oblique pull hanging ring is connected by steel wire rope and the suspension of the transverse slat beam and central sill, the suspension welding block and institute
State large girder hanging connection.
A kind of 2. novel steel beam floorings construction formwork supporting structure according to claim 1, it is characterised in that the mould
Board mount includes the supporting rack built by steel tube poles, bridging and steel tube fastener, and the steel tube poles are connected with adjustable U-shaped top
Support, the adjustable U-shaped jacking are used to pass through lumps of wood support beam and lumps of wood support stringer support shuttering.
A kind of 3. novel steel beam floorings construction formwork supporting structure according to claim 2, it is characterised in that it is described can
Adjust that U-shaped jacking includes threaded rod, adjustment buckle and U-shaped jacking, described threaded rod one end is inserted into the steel tube poles, other end company
The U-shaped jacking is connect, the threaded rod is buckled by the adjustment and is connected with the steel tube poles.
A kind of 4. novel steel beam floorings construction formwork supporting structure according to claim 3, it is characterised in that the side
Wooden support stringer is connected with the U-shaped jacking, and the lumps of wood support beam is arranged on above the lumps of wood support stringer, the lumps of wood
Wedge-shaped adjusting block is equipped between support beam and lumps of wood support stringer.
5. a kind of novel steel beam floorings construction formwork supporting structure according to claim 4, it is characterised in that in described
Beam is connected by reinforcing bar crotch with the steel wire rope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721217298.7U CN207277212U (en) | 2017-09-21 | 2017-09-21 | A kind of novel steel beam floorings construction formwork supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721217298.7U CN207277212U (en) | 2017-09-21 | 2017-09-21 | A kind of novel steel beam floorings construction formwork supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207277212U true CN207277212U (en) | 2018-04-27 |
Family
ID=61981622
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721217298.7U Expired - Fee Related CN207277212U (en) | 2017-09-21 | 2017-09-21 | A kind of novel steel beam floorings construction formwork supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207277212U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113565319A (en) * | 2021-08-13 | 2021-10-29 | 中冶天工集团有限公司 | Fine adjustment tool for supporting large steel formwork and construction method |
-
2017
- 2017-09-21 CN CN201721217298.7U patent/CN207277212U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113565319A (en) * | 2021-08-13 | 2021-10-29 | 中冶天工集团有限公司 | Fine adjustment tool for supporting large steel formwork and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Kesheng Inventor after: Hou Baolin Inventor after: Hao Zhiwen Inventor after: Cao Chenliang Inventor after: Li Xu Inventor after: Li Haihan Inventor before: Zhang Kesheng Inventor before: Xu Qiang Inventor before: Qiao Juzheng Inventor before: Lou Jiacheng Inventor before: Xu Chunguang Inventor before: Zhang Zengwen Inventor before: Wang Haiqing |
|
| CB03 | Change of inventor or designer information | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180427 Termination date: 20200921 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |