CN108179873A - Hanging mould structure and its application construction method - Google Patents
Hanging mould structure and its application construction method Download PDFInfo
- Publication number
- CN108179873A CN108179873A CN201711264006.XA CN201711264006A CN108179873A CN 108179873 A CN108179873 A CN 108179873A CN 201711264006 A CN201711264006 A CN 201711264006A CN 108179873 A CN108179873 A CN 108179873A
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- Prior art keywords
- column
- hanging
- mould structure
- bed die
- back cord
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- 238000010276 construction Methods 0.000 title claims abstract description 33
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 111
- 239000010959 steel Substances 0.000 claims abstract description 111
- 239000002023 wood Substances 0.000 claims 1
- 238000009415 formwork Methods 0.000 abstract description 9
- 238000005452 bending Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000005266 casting Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 241001310793 Podium Species 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 208000037805 labour Diseases 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000003786 synthesis reaction Methods 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
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to a kind of hanging mould structure and its application construction methods.The hanging mould structure includes column, two limit steel bars, hanging beam, bed die, main back cord and sunpender, column is connect with girder steel, two limit steel bars are connect positioned at the both sides of column and with column respectively, limit steel bar is parallel with column and higher than column, hanging beam, which is located above column and passes through limit steel bar, to be fastened between limit steel bar, and bed die is located at the lower section of girder steel, and main back cord is located at the lower section of bed die, sunpender one end is connect with hanging beam, and the other end passes through bed die and main back cord to be connect with main back cord.Above-mentioned hanging mould structure saves the usage amount of steel pipe without using high-supported formwork, meanwhile, entire hanging mould structure stable connection improves the safety of construction.In addition, the application construction method step of above-mentioned hanging mould structure is simple, and it is easy to operate, be conducive to shorten construction period and save construction cost.
Description
Technical field
The present invention relates to the realm of building construction, more particularly to hanging mould structure and its application construction method.
Background technology
At present, large scale business synthesis project uses steel structure system more and more.Wherein, podium structure Zhongting roofing
Plate is mostly using the form of casting concrete plate on girder steel.Since Zhongting daylighting needs the setting for being related to escalator, Zhongting room
Below the panel is to choose dead level.Therefore, pouring for Zhongting roof boarding is generally constructed using high form-tie assembly.It is however, high
For formwork framed bent scaffolding height generally more than 20 meters, construction risk is big.
Invention content
Based on this, it is necessary to for high-supported formwork framed bent construction risk it is big the problem of, provide that a kind of safety coefficient is high to hang
Mode structure and its application construction method.
A kind of hanging mould structure, including：
Column is connect with girder steel；
Two limit steel bars are connect respectively positioned at the both sides of the column and with the column, the limit steel bar and institute
It is parallel and higher than the column to state column；
Hanging beam above the column, is fastened on by the limit steel bar between the limit steel bar；
Bed die, positioned at the lower section of the girder steel；
Main back cord, positioned at the lower section of the bed die；
Sunpender, one end are connect with the hanging beam, the other end pass through the bed die and the main back cord and with the main back cord
Connection.
In one embodiment, the hanging beam include two channel steels, two back-to-back settings of channel steel, the channel steel it
Between there are gaps.
In one embodiment, flitch is equipped between the channel steel and the limit steel bar, the flitch is against the slot
Steel and the limit steel bar.
In one embodiment, it is additionally provided between the bed die and the main back cord secondary stupefied.
In one embodiment, opening steel plate washer is further included, the opening steel plate washer is sheathed on the sunpender.
In one embodiment, the column is Two bors d's oeuveres channel steel.
In one embodiment, batten plate is further included, the batten plate is located above the hanging beam and the fixed hanging beam.
The application construction method of above-mentioned hanging mould structure includes the following steps：
Column is connect with girder steel；
Two limit steel bars are connected to the both sides of the column, the limit steel bar is parallel with the column and higher than institute
State column；
Hanging beam is set to the top of the column, and the hanging beam is fastened on by the limiting by the limit steel bar
Between reinforcing bar；
Sunpender and main back cord are installed, are then laid with bed die, bed die is arranged on the lower section of girder steel, and main back cord is arranged on bed die
Lower section, sunpender one end are connect with hanging beam, and the other end passes through bed die and main back cord and connect with main back cord, completes applying for hanging mould structure
Work.
Above-mentioned hanging mould structure is connected by the way that total is fixed on the girder steel of agent structure using sunpender one end and hanging beam
It connecing, the other end is connect with bed die, and then realizes fixed bed die, without using high-supported formwork, saves the usage amount of steel pipe, meanwhile,
Entire hanging mould structure stable connection, improves the safety of construction.In addition, the application construction method step letter of above-mentioned hanging mould structure
It is single, it is easy to operate, be conducive to shorten construction period and save construction cost.
Description of the drawings
Fig. 1 is the front view of the hanging mould structure of an embodiment；
Fig. 2 is the right view of the hanging mould structure of an embodiment；
Fig. 3 is the vertical view of the hanging mould structure of an embodiment；
Fig. 4 is the magnified partial view of the hanging mould structure of an embodiment；
Fig. 5 is the application construction method flow chart of the hanging mould structure of an embodiment.
Specific embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained all other without making creative work
Embodiment shall fall within the protection scope of the present invention.
As shown in Figs 1-4, the hanging mould structure 1 of an embodiment includes column 10, two limit steel bars 20, hanging beam 30, bed dies
40th, main back cord 50 and sunpender 60, column 10 are connect with girder steel 2, two limit steel bars 20 respectively positioned at column 10 both sides and with
Column 10 connects, and limit steel bar 20 is parallel with column 10 and higher than column 10, and hanging beam 30 is located at 10 top of column and passes through limiting
Reinforcing bar 20 is fastened between limit steel bar 20, and bed die 40 is located at the lower section of girder steel 2, and main back cord 50 is located at the lower section of bed die 40, hangs
60 one end of bar is connect with hanging beam 30, and the other end passes through bed die 40 and main back cord 50 to be connect with main back cord 50.
Above-mentioned hanging mould structure 1 is by the way that total is fixed on the girder steel 2 of agent structure, using 60 one end of sunpender with hanging
Beam 30 connects, and the other end is connect with bed die 40, and then realizes fixed bed die 40, without using high-supported formwork, saves making for steel pipe
Dosage, meanwhile, entire 1 stable connection of hanging mould structure improves the safety of construction.
Please continue to refer to Fig. 4, column 10 is connect with the girder steel 2 of agent structure, and in the present embodiment, column 10 is to be welded in
It is on the girder steel 2 of agent structure and vertical with girder steel 2.Hanging mould structure 1 generates connection by column 10 and agent structure, so that
Hanging mould structure 1 can be depended on and be fixed on the body construction, and the safety for construction provides basis.In the present embodiment, column
10 be 18a Two bors d's oeuveres channel steels.
After the completion of column 10 and girder steel 2 weld, limit steel bar 20 is set respectively in the opposite sides of column 10, limits steel
The height of muscle 20 is higher than the height of column 10, so that there are a certain distance between two limit steel bars 20, by hanging beam 30
It is fastened between limit steel bar 20.Limit steel bar 20 is the movement for preventing hanging beam 30.In the present embodiment, hanging beam 30 includes
Two channel steels, there are gaps between the back-to-back setting of two channel steels and channel steel.The opening face limit steel bar 20 of channel steel, two
Between the back of a channel steel there are gap passing through so as to sunpender 60.In the present embodiment, limit steel bar 20 is a diameter of 16mm
Reinforcing bar, hanging beam 30 be 14a Two bors d's oeuveres channel steels.
Further, as shown in figure 4, in the present embodiment, flitch 32, flitch are equipped between channel steel and limit steel bar 20
32 against channel steel and limit steel bar 20.Flitch 32 is completely filled between the opening of channel steel and limit steel bar 20, channel steel can be prevented
Movement, and then ensure the stability of hanging beam 30 position.
60 one end of sunpender is connect with hanging beam 30, and the other end passes through bed die 40 and main back cord 50 and connect with main back cord 50.Bottom
Mould 40 is fixed between hanging beam 30 and main back cord 50, without using high-supported formwork structure, improves the safety of construction.Sunpender 60
Screw thread is equipped with close to one end of hanging beam 30, sunpender 60 is connect by nut 62 matched with screw thread with hanging beam 30.In the present embodiment
In, hanging mould structure 1 further includes opening steel plate washer 64, and opening steel plate washer 64 is sheathed on sunpender 60.Wherein, opening steel plate washer 64 is located at
Between nut 62 and hanging beam 30, to prevent nut 62 from loosening, ensure the stability that sunpender 60 and hanging beam 30 connect.In the present embodiment
In, bed die 40 is nine clamping plate bed dies 40 of 18mm thickness, and main back cord 50 is No. 8 channel steels, and sunpender 60 is screw rod.
In addition, sunpender 60 also is provided with screw thread close to one end of main back cord 50, sunpender 60 by with the matched nut of screw thread with
Main back cord 50 connects.In the present embodiment, hanging mould structure 1 further includes mountain type card 66, and mountain type card 66 is sheathed on sunpender 60 and is located at
Between nut and main back cord 50.Mountain type card 66 is used as a kind of fastener, improves the stability that sunpender 60 is connect with main back cord 50.
As shown in Figure 2 and Figure 4, in the present embodiment, secondary stupefied 70 are additionally provided between bed die 40 and main back cord 50.Main back cord 50
It is staggered with secondary stupefied 70, in well word arrangement.Wherein, main back cord 50 has bending resistance shearing resistance effect, and secondary stupefied 70 primarily serve transmission
The effect of load.In the present embodiment, secondary stupefied 70 flitch for 100*100.
Please refer to Fig. 1, Fig. 2 and Fig. 3, when the area of the agent structure when formwork is larger, multiple hang may be used
Mode structure 1, and then an entirety is formed, bed die 40 is fixed up.When hanging mould structure 1 has multiple, hanging mould structure 1 further includes
Batten plate 80, batten plate 80 are located at 30 top of hanging beam and fixed hanging beam 30.30 bending moment of hanging beam is adjusted during the main function of batten plate 80, is reduced
Positive negative bending moment peak value in hanging beam 30, so as to keep the stabilization of hanging beam 30.
The application construction method of above-mentioned hanging mould structure 1 is illustrated below.
Please refer to Fig. 1-Fig. 5, the application construction method of the hanging mould structure 1 of an embodiment includes the following steps：
Column 10 is connect by step S500 with girder steel 2.Column 10 is connect and with the girder steel 2 of agent structure perpendicular to girder steel
2, wherein, column 10 can be connect by welding with girder steel 2.
Two limit steel bars 20, are connected to the both sides of column 10 by step S510, and limit steel bar 20 is parallel with column 10 simultaneously
Higher than column 10.Limit steel bar 20 is located at the opposite sides of column 10 and higher than column 10 so that two limit steel bars 20 are with standing
There are an accommodating spaces between column 10.
Hanging beam 30, is arranged on the top of column 10 by step S520, and passes through limit steel bar 20 and hanging beam 30 is fastened on limit
Between the reinforcing bar 20 of position.Hanging beam 30 is located in the accommodating space that limit steel bar 20 and column 10 are formed, and limit steel bar 20 limits hanging beam
30 movement.In the present embodiment, channel steel of the hanging beam 30 for two back-to-back settings, the opening face limit steel bar 20 of channel steel.
Further, in the present embodiment, flitch 32 is completely filled between limit steel bar 20 and channel steel, further limits the shifting of hanging beam 30
It is dynamic, ensure the stability of 30 position of hanging beam.
Step S530 installs sunpender 60 and main back cord 50, is then laid with bed die 40, and bed die 40 is arranged on the lower section of girder steel 2,
Main back cord 50 is arranged on the lower section of bed die 40, and 60 one end of sunpender is connect with hanging beam 30, and the other end passes through bed die 40 and main back cord 50
And connect with main back cord 50, complete the construction of hanging mould structure 1.Bed die 40 is to provide basis for casting concrete, in the present embodiment
In, bed die 40 is nine clamping plate bed dies 40 of 18mm thickness.Main back cord 50 has the function of bending resistance shearing resistance, for bed die 40 provide protection and
Support.In the present embodiment, secondary stupefied 70 are additionally provided between bed die 40 and main back cord 50.Before construction, main back cord 50 is first laid with, so
After re-lay times stupefied 70, finally re-lay bed die 40.After the completion of the construction of above-mentioned hanging mould structure 1, concrete can be carried out and poured
It builds.
High-supported formwork is replaced using above-mentioned hanging mould structure 1, a large amount of labours put into when setting up high-supported formwork can be avoided, is saved
Construction cost, meanwhile, above-mentioned 1 safety coefficient of hanging mould structure is high, and under the premise of construction quality is ensured safety is higher.This
Outside, above-mentioned hanging mould structure 1 repeats and comes into operation, save the steel pipe and form cost of input using channel steel as material is set up
With.In addition, above-mentioned hanging mould structure 1 is set up simply, the construction period can be shortened.Therefore, using above-mentioned 1 construction cost of hanging mould structure
It is low, safety coefficient is high and shortens the construction period.Also, the application construction method step of above-mentioned hanging mould structure is simple, operation side
Just, suitable for popularization and application.
Each technical characteristic of embodiment described above can be combined arbitrarily, to make description succinct, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, it is all considered to be the range of this specification record.
Embodiment described above only expresses the several embodiments of the present invention, and description is more specific and detailed, but simultaneously
It cannot therefore be construed as limiting the scope of the patent.It should be pointed out that those of ordinary skill in the art are come
It says, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to the protection of the present invention
Range.Therefore, the protection domain of patent of the present invention should be determined by the appended claims.
Claims (8)
1. a kind of hanging mould structure, which is characterized in that including：
Column is connect with girder steel；
Two limit steel bars are connect respectively positioned at the both sides of the column and with the column, and the limit steel bar is stood with described
Column is parallel and higher than the column；
Hanging beam above the column, is fastened on by the limit steel bar between the limit steel bar；
Bed die, positioned at the lower section of the girder steel；
Main back cord, positioned at the lower section of the bed die；
Sunpender, one end are connect with the hanging beam, and the other end passes through the bed die and the main back cord and connect with the main back cord.
2. hanging mould structure according to claim 1, which is characterized in that the hanging beam includes two channel steels, two slots
The back-to-back setting of steel, there are gaps between the channel steel.
3. hanging mould structure according to claim 2, which is characterized in that wood is equipped between the channel steel and the limit steel bar
Side, the flitch is against the channel steel and the limit steel bar.
4. hanging mould structure according to claim 1, which is characterized in that be additionally provided between the bed die and the main back cord secondary
It is stupefied.
5. hanging mould structure according to claim 1, which is characterized in that further include opening steel plate washer, the opening steel plate washer
It is sheathed on the sunpender.
6. hanging mould structure according to claim 1, which is characterized in that the column is Two bors d's oeuveres channel steel.
7. hanging mould structure according to claim 1, which is characterized in that further include batten plate, the batten plate is located at the hanging beam
Top and the fixed hanging beam.
8. a kind of application construction method of hanging mould structure, which is characterized in that include the following steps：
Column is connect with girder steel；
Two limit steel bars are connected to the both sides of the column, the limit steel bar is parallel with the column and vertical higher than described
Column；
Hanging beam is set to the top of the column, and passes through the limit steel bar and the hanging beam is fastened on the limit steel bar
Between；
Sunpender and main back cord are installed, are then laid with bed die, bed die is arranged on the lower section of girder steel, and main back cord is arranged under bed die
Side, sunpender one end are connect with hanging beam, and the other end passes through bed die and main back cord and connect with main back cord, completes applying for hanging mould structure
Work.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711264006.XA CN108179873A (en) | 2017-12-05 | 2017-12-05 | Hanging mould structure and its application construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711264006.XA CN108179873A (en) | 2017-12-05 | 2017-12-05 | Hanging mould structure and its application construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108179873A true CN108179873A (en) | 2018-06-19 |
Family
ID=62545557
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711264006.XA Withdrawn CN108179873A (en) | 2017-12-05 | 2017-12-05 | Hanging mould structure and its application construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108179873A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577645A (en) * | 2018-12-12 | 2019-04-05 | 湖南易兴建筑有限公司 | Bed die component |
| CN109577557A (en) * | 2018-12-12 | 2019-04-05 | 湖南易兴建筑有限公司 | The bar frame of concrete slab |
| CN110486042A (en) * | 2019-07-26 | 2019-11-22 | 上海建工七建集团有限公司 | Hole for hoist hangs mold device and fills up construction method |
-
2017
- 2017-12-05 CN CN201711264006.XA patent/CN108179873A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577645A (en) * | 2018-12-12 | 2019-04-05 | 湖南易兴建筑有限公司 | Bed die component |
| CN109577557A (en) * | 2018-12-12 | 2019-04-05 | 湖南易兴建筑有限公司 | The bar frame of concrete slab |
| CN110486042A (en) * | 2019-07-26 | 2019-11-22 | 上海建工七建集团有限公司 | Hole for hoist hangs mold device and fills up construction method |
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| 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 | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180619 |