CN208137275U - One kind exempting from template iron net concrete casting beam, column - Google Patents
One kind exempting from template iron net concrete casting beam, column Download PDFInfo
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- CN208137275U CN208137275U CN201721558140.6U CN201721558140U CN208137275U CN 208137275 U CN208137275 U CN 208137275U CN 201721558140 U CN201721558140 U CN 201721558140U CN 208137275 U CN208137275 U CN 208137275U
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- iron net
- column
- steel bar
- concrete
- bar rack
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Abstract
Exempt from template iron net concrete casting beam, column the utility model discloses a kind of building trade, be by Steel bar rack, casting concrete and Steel bar rack around gusset iron net, gunite constitutes.Construction method is：First according to the position of precast beam, column, according to the shape of beam, column, Steel bar rack is tied up, welds and place, the installing web plate iron net around Steel bar rack, the gunite in iron net, cement mortar outside smoothes out；Etc. cement mortar it is dry after, to cement mortar wall internal casting concrete, the cement mortar wall of internal armored concrete and periphery is bonded, is solidified into one, and constitutes complete beam, column.The utility model does not have to template, reduces material and cost of labor；Template is replaced with cement shell, reduces water loss；It shortens the construction period；It reduces and is polluted caused by construction casting waste slurry outflow.
Description
Technical field
The utility model belongs to building field, and in particular to a kind of armored concrete moulding by casting technology.
Background technique
At present in construction, casting reinforced concrete beam, column require first formwork supporting plate, steel are placed in template framework
Muscle bracket, casting concrete, after then waiting concrete settings, then dismantle template.Work progress is complicated, and template is all given up after
It abandons, causes vast resources to waste, generate many building wastes.Beam, column surface roughness after casting, will also carry out secondary plastering
Decoration.
Summary of the invention
The purpose of the utility model is to provide one kind to exempt from template iron net concrete casting beam, column, and the construction period is short, quality
It is good, it is suitble to the various construction for needing beam, column.
The technical solution adopted in the utility model is：Exempt from template iron net concrete casting beam, column by Steel bar rack, casting
Gusset iron net, gunite around concrete and Steel bar rack are constituted；Gusset iron net be Steel bar rack periphery it is even away from
More reinforcing bars are set, and iron net is fixed on reinforcing bar；According to the shape of beam, column, Steel bar rack is tied up, welds and place, in steel
Muscle branch frame peripheral installing web plate iron net, the gunite in iron net form the cement protective shell of periphery；To cement mortar wall
The cement mortar wall of internal casting concrete, internal armored concrete and periphery is bonded, is solidified into one, and is constituted complete
Beam, column.
Traditional plastering technique is changed into iron net spraying mortar by the utility model, forms the cement protective shell of periphery.It saves
Template is gone, i.e. pourable concrete, exterior wall is only needed to smooth out, not plastered still further after the cement sheath of periphery is dry, reduces process.
Due to relatively rough on the inside of cement protective shell, wall is easy in conjunction with casting concrete, smooth surface after avoiding template from demoulding
Plastering loosely causes to fall off.Protective shell can keep casting concrete moisture for a long time and not distribute, and cement health is made not crack, and protect
The quality of beams of concrete, column is demonstrate,proved.Decoration is smeared due to first completing external spray, other constructions can be carried out after being poured concrete, no
It could plaster after concrete dry must be waited, reduce the duration.
The prior art is compared, the utility model has the following advantages that：
1. not having to template, material and cost of labor are reduced；
2. first making cement shell reduces water loss instead of template；
3. shortening the construction period；
It is polluted caused by construction casting waste slurry outflow 4. reducing.Example:Shallow sea sea is poured beam column, is poured using the prior art
Meeting outside seepage water mud contamination seawater from template gap after note.It is sealed by iron net gunite, can avoid casting
When cement slurry outflow, construction not will cause seawater pollution.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the bottom view of Fig. 1；
Fig. 3 is the right view of Fig. 2.
Specific embodiment
Exempt from template iron net concrete casting beam, column by the muscle around Steel bar rack 1, the concrete 4 and Steel bar rack 1 that are poured
Plate iron net 2, gunite 3 are constituted.Construction method is：First according to the position of precast beam, column, according to the shape of beam, column
Steel bar rack 1 is tied up, welded and placed to shape, the installing web plate iron net 2 around Steel bar rack 1, the spray cement sand in iron net
3 are starched, is smoothed out outside cement mortar 3；Etc. cement mortar 3 it is dry after, to cement mortar wall internal casting concrete 4, internal reinforcing bar
Concrete and the cement mortar wall of periphery are bonded, are solidified into one, and constitute complete beam, column.Gusset described in the utility model
Iron net is ribbed iron plate stretching nets.
Claims (1)
1. one kind exempts from template iron net concrete casting beam, column, it is characterized in that：It is by Steel bar rack（1）, casting concrete（4）
And Steel bar rack（1）The gusset iron net of surrounding（2）, gunite（3）It constitutes；Gusset iron net（2）It is in Steel bar rack（1）
Periphery is even away from more reinforcing bars of setting, and iron net is fixed on reinforcing bar；According to the shape of beam, column, ties up, welds and place reinforcement bar support
Frame（1）, in Steel bar rack（1）Surrounding installing web plate iron net（2）, the gunite in iron net（3）, form the cement of periphery
Protective shell；To cement mortar wall internal casting concrete（4）, the cement mortar wall bonding of internal armored concrete and periphery,
It is solidified into one, constitutes complete beam, column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721558140.6U CN208137275U (en) | 2017-11-21 | 2017-11-21 | One kind exempting from template iron net concrete casting beam, column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721558140.6U CN208137275U (en) | 2017-11-21 | 2017-11-21 | One kind exempting from template iron net concrete casting beam, column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208137275U true CN208137275U (en) | 2018-11-23 |
Family
ID=64283653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721558140.6U Active CN208137275U (en) | 2017-11-21 | 2017-11-21 | One kind exempting from template iron net concrete casting beam, column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208137275U (en) |
-
2017
- 2017-11-21 CN CN201721558140.6U patent/CN208137275U/en active Active
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