CN207700680U - A kind of roof boarding hangs mould - Google Patents
A kind of roof boarding hangs mould Download PDFInfo
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- CN207700680U CN207700680U CN201721518428.0U CN201721518428U CN207700680U CN 207700680 U CN207700680 U CN 207700680U CN 201721518428 U CN201721518428 U CN 201721518428U CN 207700680 U CN207700680 U CN 207700680U
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- roof boarding
- hanging beam
- hanging
- girder steel
- template component
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Abstract
A kind of roof boarding of the utility model hangs mould, is related to technical field of building construction.It is larger using high-supported formwork support system material consumption in the pouring construction with the roof boarding for choosing dead level, it is time-consuming, and the dangerous big problem of high-altitude formwork construction.It includes several hanging beams being set up on mounted agent structure girder steel；The template component being installed between agent structure girder steel, template component upper surface are concordant with agent structure girder steel top；The both ends of sunpender are locked after extending through hanging beam and template component.
Description
Technical field
The utility model is related to technical field of building construction, more particularly to a kind of roof boarding hangs mould.
Background technology
Currently, large scale business synthesis construction project uses steel structure system more and more, wherein the Zhongting room of podium
Panel mostly uses greatly the form of the casting concrete plate on agent structure girder steel.It is arranged due to Zhongting daylighting and escalator
It needs, is to choose dead level, therefore the pouring construction of Zhongting roof boarding generally uses high-supported formwork support system below Zhongting roof boarding,
And the framed bent scaffolding height of high-supported formwork support system, generally more than 20 meters, material consumption is larger, time-consuming, and high-altitude branch
The danger of mould construction is larger.
Invention content
It is larger using high-supported formwork support system material consumption in the pouring construction with the roof boarding for choosing dead level, take
When expenses of labour, and the dangerous big problem of high-altitude formwork construction.The purpose of this utility model is to provide a kind of roof boarding and hangs mould, should
Roof boarding hangs mould and existing agent structure girder steel is made full use of to be supported as stress, and structure is more reliable and more stable, is ensureing to construct
Safety is had more under the premise of quality.
Technical solution adopted by the utility model to solve its technical problems is：A kind of roof boarding hangs mould, it includes several
Hanging beam, the hanging beam are set up on mounted agent structure girder steel；Template component, the template component are installed on the main body
Between structural steel beam, and the template component upper surface is concordant with agent structure girder steel top；And several sunpenders, it is described
The both ends of sunpender are locked after extending through the hanging beam and the template component.
Preferably, the hanging beam is made of two channel steels being oppositely arranged, and the web of two channel steels is mutually close and retains one
The perforative gap of the sunpender can be accommodated so that the top of the sunpender can pass through the gap and be locked.
Preferably, the bottom of the hanging beam is additionally provided with several columns, and the top of the column and the hanging beam are affixed, described
The bottom end of column is fixed in the agent structure girder steel, and the height of the column is more than the thickness of roof boarding to be poured.
Preferably, the both sides of the column have also been respectively and fixedly connected with gag lever post, and the bottom end of the gag lever post is located at room to be poured
On panel, the top of the gag lever post is concordant with the top of the hanging beam.
Preferably, completely fill in locating piece in the notch of the hanging beam both sides, the both sides of the locating piece respectively with the abdomen of hanging beam
Plate and the gag lever post offset.
Preferably, the sunpender, which includes one, has externally threaded screw rod, is threadedly connected to the screw rod both ends respectively
Two nuts and several gaskets, the gasket take the shape of the letter U, and the screw rod is snapped in the notch of the gasket.
Preferably, the template component by be juxtaposed on bottom it is several it is main dragon carry on the back, be layed on the main joist and
Several secondary joists being staggered with the main joist, and the template being layed on the secondary joist form.
The effect of the utility model is：The roof boarding of the utility model hangs mould, with mounted major structure of construction steel
Beam sets up hanging beam as support on agent structure girder steel, and template component is suspended to hanging beam by sunpender and realizes fixation, then again
It carries out the binding of roof boarding reinforcing bar and concrete pouring construction, the roof boarding hangs mould and make full use of existing agent structure girder steel conduct
Stress supports, and structure is more reliable and more stable, and safety is had more under the premise of ensureing construction quality；The roof boarding hangs mould by hanging
Template component is bolted on hanging beam by bar, and simple in construction, easy to disassemble and assemble, each component can be recycled, and reduce and be constructed into
This.
Description of the drawings
Fig. 1 is that the roof boarding of one embodiment of the utility model hangs the partial top view of mould；
Fig. 2 is the A-A sectional views of Fig. 1；
Fig. 3 is the B-B sectional views of Fig. 1；
Fig. 4 is the partial enlarged view of the C portion of Fig. 2；
Fig. 5 is the structural schematic diagram of the column of one embodiment of the utility model；
Fig. 6 is the schematic diagram that roof boarding perforation is blocked in one embodiment of the utility model.
Figure label is as follows：
Agent structure girder steel 1；Holdfast 2；Hanging beam 10；Column 20；Gag lever post 20a；Sunpender 30；Screw rod 31；Gasket 32；Nut
33；Locating piece 40；Template component 50；The main dragon back of the body 51；Secondary joist 52；Template 53；Casing 60；Roof boarding 100；Perforation 101；Waterproof
Layer 102.
Specific implementation mode
Below in conjunction with the drawings and specific embodiments to the utility model proposes a kind of roof boarding hang mould make further it is detailed
Explanation.According to following explanation and claims, will be become apparent from feature the advantages of the utility model.It should be noted that attached
Figure is all made of very simplified form and uses non-accurate ratio, only new conveniently, lucidly to aid in illustrating this practicality
The purpose of type embodiment.For sake of convenience, "upper" described below, "lower" are consistent with the upper and lower direction of attached drawing, but this is not
The limitation of technical solutions of the utility model can be become.
It is the fixation that template 53 is realized using mounted agent structure girder steel 1 that the roof boarding of the present embodiment, which hangs mould, in turn
The pouring construction for implementing 100 concrete of roof boarding, illustrates that a kind of roof boarding of the utility model hangs mould with reference to Fig. 1 to Fig. 5,
It includes several hanging beams 10 that level frame is set on agent structure girder steel 1；The template component being installed between agent structure girder steel 1
50, the upper surface of template component 50 is concordant with the top of agent structure girder steel 1；And several sunpenders 30, the two of the sunpender 30
End extends through hanging beam 10 and template component 50 and is locked.
The roof boarding of the utility model hangs mould, using mounted major structure of construction girder steel 1 as support, in agent structure
Hanging beam 10 is set up on girder steel 1, template component 50 is suspended to hanging beam 10 by sunpender 30 and realizes fixation, followed by roof boarding
100 reinforcing bars are bound and concrete pouring construction, which hangs mould and existing agent structure girder steel 1 is made full use of to be used as stress branch
Support, structure is more reliable and more stable, and safety is had more under the premise of ensureing construction quality；The roof boarding hangs mould will by sunpender 30
Template component 50 is bolted on hanging beam 10, and simple in construction, easy to disassemble and assemble, each component can be recycled, and reduce and be constructed into
This.
As shown in Figure 2 and Figure 4, hanging beam 10 is made of two channel steels being oppositely arranged, the web of two channel steels it is mutually close and
30 perforative gap of sunpender can be accommodated by retaining one so that the top of sunpender 30 can pass through the gap of hanging beam 10 and lock solid
It is fixed；Hanging beam 10 is made of horizontally disposed Two bors d's oeuveres channel steel, and load-bearing capacity is stronger, and convenient material drawing, easy to process, repeats
It comes into operation, saves the expenses such as steel pipe and the template input by a large amount of traditional high-supported formworks.The hanging beam 10 of the present embodiment uses 14a
Channel steel is made, i.e. channel steel width 14cm, thickness 6mm.
To ensure that 50 top of template component has the concreting space for meeting construction requirement, the bottom of above-mentioned hanging beam 10
Several columns 20 are additionally provided with, the top of column 20 and hanging beam 10 are affixed, and the bottom end of column 20 is fixed in agent structure girder steel 1, and
The height of column 20 is more than the thickness of roof boarding 100 to be poured, to meet the needs of 100 concrete pouring construction of roof boarding, this
The column 20 of embodiment is made of vertically arranged 18a Two bors d's oeuveres channel steels, i.e. channel steel width 18cm, thickness 7mm, certainly, column 20
The material that other forms can also be used is made, and is not construed as limiting herein.More preferably, as shown in figure 5, the outside of Two bors d's oeuveres channel airfoil plate also
Two gag lever post 20a are respectively and fixedly connected with, the bottom end of gag lever post 20a is located on roof boarding 100 to be poured, gag lever post 20a's
Top is concordant with the top of hanging beam 10, and after column 20 is fixedly welded on agent structure girder steel 1, hanging beam 10 only needs to be erected on column
On 20, gag lever post 20a plays the role of to 10 horizontal location of hanging beam, and the fixation of hanging beam 10 is not necessarily to welding procedure, and dismounting is more
It is convenient, but also can recycle；In addition, locating piece 40 is completely filled in the notch of 10 both sides of hanging beam, the both sides point of locating piece 40
It does not offset with web and gag lever post 20a so that hanging beam 10 is stably fixed on column 20, is clamped hanging beam 10 using limited block, is hung
The positioning and dismounting of beam 10 are more convenient, reduce overhead welding workload, improve work efficiency.It is positioned in the present embodiment
Block 40 is made of flitch.
There is externally threaded screw rod 31, be threadedly connected to screw rod respectively with continued reference to FIG. 4, above-mentioned sunpender 30 includes one
Two nuts 33 and several gaskets 32 at 31 both ends fix hanging beam 10 using the sunpender 30 that both ends are threadedly coupled with nut 33
And template component 50, and then realize that roof boarding hangs the detachable connection of mould, easy to operate, work efficiency is high, the gasket 32
It takes the shape of the letter U, screw rod 31 is snapped in the notch of gasket 32, and the setting of gasket 32 can play positioning screw 31 and reinforce the work of connection
With, and it is more convenient that there is the gasket 32 of U-lag mouth to dismantle, and is conducive to material and recycles.Screw rod 31 is adopted in the present embodiment
With 16 high-strength bolts 31 of Φ.
As shown in Figures 2 to 4, template component 50 carries on the back 51 by several main dragons for being juxtaposed on bottom, is layed in main joist
Several secondary joists 52 being staggered on 51 and with main joist, and the horizontal template 53 being layed on secondary joist 52 form, and hang
The bottom end of bar 30 sequentially passes through template 53, secondary joist 52 and main joist and is locked by nut 33.The master of crisscross setting
The braced frame that keel and secondary joist 52 are formed enhances the structural strength of template component 50, in the construction of follow-up casting concrete
In, it avoids template 53 from deforming upon, ensures the construction quality of roof boarding 100.In the present embodiment, main joist uses single 8# channel steels
It is made, i.e. width 8cm, secondary joist 52 uses sectional dimension to be made of the wooden a tree, used in making timber for boats of 100mm × 100mm, and template 53 is thick using 18mm
Nine clamping plates are made, and certainly, the other forms such as steel form can also be used.
Illustrate the work progress of roof boarding with reference to Fig. 1 to Fig. 6：
S1：Installation roof boarding hangs mould, hanging beam 10 is set up in 1 top of agent structure girder steel, template component 50 is installed on master
Between body structural steel beam 1, keep 53 upper surface of template concordant with 1 top of agent structure girder steel, sunpender 30 is installed so that 30 liang of sunpender
End extends through hanging beam 10 and template component 50 and is locked；
S2：100 concrete of roof boarding is poured, after concrete reaches the intensity of design requirement, roof boarding is removed and hangs mould.
To sum up, first, hanging beam 10 is installed on existing agent structure girder steel 1, then template component 50 is hanged by sunpender 30
It hangs and is fixed on hanging beam 10, to realize the fixation of template 53, finally carry out concrete pouring construction, with traditional high-formwork construction work
Unlike skill, the roof boarding of the utility model hangs mould and is fixed on existing agent structure girder steel 1, avoids and manually builds high branch
Lot of materials and manpower, 50% or more construction period reduction are saved in the working at height such as mould, moreover, roof boarding, which hangs mould, occupies construction
Space becomes smaller, and will not hinder construction site traffic above-ground, is conducive to safety, civilized construction；Therefore, the construction method specific aim
By force, strong operability has apparent Social benefit and economic benefit.
Above-mentioned steps S1 further includes that casing 60 is additionally provided on the screw rod 31 above template 53, and the length of casing 60 is big
Concrete can be avoided to be bonded with 31 outer wall of screw rod in the setting of the thickness of roof boarding 100 to be poured, casing 60, after being convenient for
The continuous dismounting of sunpender 30 construction.
Further, further include step S3, as shown in fig. 6, after roof boarding hangs mould dismounting, the position formation of former sunpender 30
Waterproof is laid on the 101 underfill pea gravel concretens of perforation of roof boarding 100,101 top filling-foam agent of perforating, 101 surfaces of perforation
Layer 102.Foaming agent is a kind of elastic polyurethane seal foaming material by moisture-curable, can be securely viscous by waterproof layer 102
It ties in 101 surfaces of perforating, achievees the purpose that seal waterproof.
Foregoing description is only the description to the utility model preferred embodiment, not to any limit of the scope of the utility model
Calmly, any change, the modification that the those of ordinary skill in the utility model field does according to the disclosure above content, belong to right and want
Seek range.
Claims (7)
1. a kind of roof boarding hangs mould, which is characterized in that including：
Several hanging beams, the hanging beam are set up on mounted agent structure girder steel；
Template component, the template component are installed between the agent structure girder steel, and the template component upper surface and institute
It is concordant to state agent structure girder steel top；
And several sunpenders, the both ends of the sunpender are locked after extending through the hanging beam and the template component.
2. roof boarding hanging mould structure according to claim 1, it is characterised in that：The hanging beam is by two slots being oppositely arranged
Steel is made, and the web of two channel steels is mutually close and reservation one can accommodate the perforative gap of the sunpender so that the sunpender
Top can pass through the gap and be locked.
3. roof boarding hanging mould structure according to claim 1, it is characterised in that：The bottom of the hanging beam is additionally provided with several vertical
Column, the top of the column and the hanging beam are affixed, and the bottom end of the column is fixed in the agent structure girder steel, and described vertical
The height of column is more than the thickness of roof boarding to be poured.
4. roof boarding hanging mould structure according to claim 3, it is characterised in that：The both sides of the column have also been respectively and fixedly connected with
The bottom end of gag lever post, the gag lever post is located on roof boarding to be poured, the top on the top of the gag lever post and the hanging beam
Concordantly.
5. roof boarding hanging mould structure according to claim 4, it is characterised in that：Completely plug is fixed in the notch of the hanging beam both sides
Position block, the both sides of the locating piece offset with the web of hanging beam and the gag lever post respectively.
6. roof boarding hanging mould structure according to claim 1, it is characterised in that：The sunpender, which includes one, has external screw thread
Screw rod, be threadedly connected to two nuts at the screw rod both ends respectively and several gaskets, the gasket take the shape of the letter U, the spiral shell
Bar is snapped in the notch of the gasket.
7. roof boarding hanging mould structure according to claim 1, it is characterised in that：The template component is by being juxtaposed on bottom
Several main dragon back ofs the body of layer, several secondary joists for being layed on the main joist and being staggered with the main joist, and be laid with
In the template composition on the secondary joist.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721518428.0U CN207700680U (en) | 2017-11-15 | 2017-11-15 | A kind of roof boarding hangs mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721518428.0U CN207700680U (en) | 2017-11-15 | 2017-11-15 | A kind of roof boarding hangs mould |
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| Publication Number | Publication Date |
|---|---|
| CN207700680U true CN207700680U (en) | 2018-08-07 |
Family
ID=63022522
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721518428.0U Active CN207700680U (en) | 2017-11-15 | 2017-11-15 | A kind of roof boarding hangs mould |
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| Country | Link |
|---|---|
| CN (1) | CN207700680U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110984570A (en) * | 2019-12-06 | 2020-04-10 | 中冶天工集团有限公司 | Supporting and positioning member and formwork supporting mode for anti-ridge hanging formwork system in kitchen and toilet |
| CN111502252A (en) * | 2019-01-30 | 2020-08-07 | 河南天丰绿色装配集团有限公司 | Hanging type formwork-supporting-free system for beam system steel structure building floor and construction method |
| CN111980399A (en) * | 2020-07-09 | 2020-11-24 | 中国十七冶集团有限公司 | Fabricated building laminated slab splicing seam anti-floating device based on aluminum die system and construction method |
-
2017
- 2017-11-15 CN CN201721518428.0U patent/CN207700680U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502252A (en) * | 2019-01-30 | 2020-08-07 | 河南天丰绿色装配集团有限公司 | Hanging type formwork-supporting-free system for beam system steel structure building floor and construction method |
| CN110984570A (en) * | 2019-12-06 | 2020-04-10 | 中冶天工集团有限公司 | Supporting and positioning member and formwork supporting mode for anti-ridge hanging formwork system in kitchen and toilet |
| CN111980399A (en) * | 2020-07-09 | 2020-11-24 | 中国十七冶集团有限公司 | Fabricated building laminated slab splicing seam anti-floating device based on aluminum die system and construction method |
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