CN205399758U - Tight cold region of assembled district construction belted steel muscle wall body mould shell - Google Patents
Tight cold region of assembled district construction belted steel muscle wall body mould shell Download PDFInfo
- Publication number
- CN205399758U CN205399758U CN201620174197.5U CN201620174197U CN205399758U CN 205399758 U CN205399758 U CN 205399758U CN 201620174197 U CN201620174197 U CN 201620174197U CN 205399758 U CN205399758 U CN 205399758U
- Authority
- CN
- China
- Prior art keywords
- load bearing
- reinforcing bar
- formwork
- bearing wall
- utility
- 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.)
- Active
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a tight cold region of assembled district construction belted steel muscle wall body mould shell belongs to the building material field. It includes the load bearing wall reinforcing bar, and load bearing wall reinforcing bar both sides are equipped with the internal mold and the external mold shell, interior side form shell forms for pea gravel concreten preparation establishes I distributing bar as the mould shell of steel wire plain net in, establish steel wire plain net II in the lateral modes shell, steel wire plain net II, steel wire plain net I welding of load bearing wall reinforcing bar through slant splice bar and both sides be a whole, formation rebar net rack, the spiral cuff has been welded to the bottom of load bearing wall reinforcing bar, has laid sinuous heating tube on the inboard wall's of load bearing wall the rebar net rack. The utility model discloses the formwork is exempted from in the realization, and the form removal exempts from to whitewash, the utility model discloses greatly reduced the cost of labor, shortened the time limit for a project, the utility model discloses enable to reduce traditional plank sheathing quantity. The utility model discloses realization batch production production, convenient and fast shortens time of building construction greatly. The utility model discloses northern tight cold region district construction problem has effectively been solved.
Description
Technical field
This utility model relates to a kind of assembled severe cold area construction band reinforcing bar body of wall formwork, belongs to building material field.
Background technology
The current big construction difficult problem of Building Trade in China one is that severe cold area is in the winter time owing to temperature is too low, it is impossible to normal construction, and conventional plank sheathing exists timber makes consumption big, shortcoming not environmentally, and traditional construction technique human cost is significantly high, and assembly rate is low.
Summary of the invention
In order to overcome drawbacks described above, the purpose of this utility model is in that to provide a kind of pre-assembled formula severe cold area construction band reinforcing bar body of wall formwork effectively save timber resources of energy, cost of labor and reduction of erection time.
To achieve these goals, this utility model adopts the following technical scheme that
A kind of assembled severe cold area construction band reinforcing bar body of wall formwork, it includes load bearing wall reinforcing bar, and load bearing wall reinforcing bar both sides are provided with inside and outside formwork；
Inner side formwork is that pea gravel concreten is made, and inside sets the planar steel wire screen I distributing bar as formwork；
Setting planar steel wire screen II in the formwork of outside, load bearing wall reinforcing bar is welded as a whole by oblique dowel and the planar steel wire screen II of both sides, planar steel wire screen I, forms bar frame；
The bottom welding of load bearing wall reinforcing bar spiral cuff, the bar frame of load bearing wall inside wall body is laid with sinuous heating tube.
Further, outside formwork is formed with concrete pea gravel concreten layer by being incubated plate body；Or outside formwork is only made up of concrete pea gravel concreten layer.
Bearing wall reinforcing bar, for the steel bar stress of main structure body, is connected as a single entity by prefabrication and formwork, eliminates the work of on-the-spot assembling reinforcement.
Oblique dowel, is weldingly connected with the planar steel wire screen in bearing wall reinforcing bar and both sides formwork, plays the position-limiting action of formwork and reinforcing bar, and when walls concrete is built, will bear the lateral pressure produced when structural concrete is built.Oblique abdomen muscle can be " splayed configuration " can also be " X-type ".
Insulation plate body is the construction material with heat insulation function, it is possible to be organic insulation material can also be inorganic heat insulation material.
Spiral cuff region is the join domain of upper and lower reinforcing bar, and spiral cuff can together with the longitudinal reinforcement colligation of load bearing wall, it is also possible to weld together.
Heating tube, it is possible to heat to formwork, the temperature ensured in casting area in concreting process meets execution conditions, is being completed, and heating tube can also pass through, to body of wall heat supply, to reach to regulate the effect of indoor air temperature.
The beneficial effects of the utility model:
1, this utility model realizes exempting from formwork, form removal, exempts to whitewash；
2, this utility model greatly reduces cost of labor, shortens the duration；
3, this utility model has insulation, waterproof, sound insulation, cracking resistance, the effect of structural seismic.
4, this utility model can make minimizing Traditional Wood template consumption.
5, this utility model realizes factorial praluction, convenient and swift, is greatly shortened the time of architecture construction.
6, this utility model efficiently solves northern frore area construction problem.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation.
Fig. 2 is this utility model decomposing schematic representation.
Fig. 3 is this utility model longitudinal profile schematic diagram.
Fig. 4 is this utility model heating tube elevation.
Fig. 5 is this utility model horizontal section schematic diagram (without insulation).
Detailed description of the invention
It is described in detail below in conjunction with 1,2,3,4,5 pairs of this utility model of accompanying drawing:
A kind of assembled severe cold area construction band reinforcing bar body of wall formwork, it includes load bearing wall reinforcing bar 1, and load bearing wall reinforcing bar 1 both sides are provided with inside and outside formwork；
Inner side formwork 2 is made for pea gravel concreten, inside sets the planar steel wire screen I 7 distributing bar as formwork 2；
Setting planar steel wire screen II 5 in the formwork of outside, load bearing wall reinforcing bar 1 is welded as a whole with the planar steel wire screen II 5 of both sides, planar steel wire screen I 7 by oblique dowel 6, forms bar frame；
The bottom welding of load bearing wall reinforcing bar 1 spiral cuff 8, the bar frame of load bearing wall inside wall body is laid with sinuous heating tube 9.
Outside formwork is formed with concrete pea gravel concreten layer 3 by being incubated plate body 4；Or outside formwork is only made up of concrete pea gravel concreten layer 3.
Claims (2)
1. an assembled severe cold area construction band reinforcing bar body of wall formwork, it is characterised in that: it includes load bearing wall reinforcing bar (1), and load bearing wall reinforcing bar (1) both sides are provided with inside and outside formwork；
Inner side formwork (2) is made for pea gravel concreten, inside sets the planar steel wire screen I (7) distributing bar as formwork (2)；
Setting planar steel wire screen II (5) in the formwork of outside, load bearing wall reinforcing bar (1) is welded as a whole by oblique dowel (6) and the planar steel wire screen II (5) of both sides, planar steel wire screen I (7), forms bar frame；
The bottom welding of load bearing wall reinforcing bar (1) spiral cuff (8), the bar frame of load bearing wall inside wall body is laid with sinuous heating tube (9).
2. assembled severe cold area according to claim 1 construction band reinforcing bar body of wall formwork, it is characterised in that: outside formwork is formed with concrete pea gravel concreten layer (3) by being incubated plate body (4)；Or outside formwork is only made up of concrete pea gravel concreten layer (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620174197.5U CN205399758U (en) | 2016-03-08 | 2016-03-08 | Tight cold region of assembled district construction belted steel muscle wall body mould shell |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620174197.5U CN205399758U (en) | 2016-03-08 | 2016-03-08 | Tight cold region of assembled district construction belted steel muscle wall body mould shell |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205399758U true CN205399758U (en) | 2016-07-27 |
Family
ID=56441855
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620174197.5U Active CN205399758U (en) | 2016-03-08 | 2016-03-08 | Tight cold region of assembled district construction belted steel muscle wall body mould shell |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205399758U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604220A (en) * | 2016-03-08 | 2016-05-25 | 万保金 | Fabricated steel-bar wall formwork for construction in severe cold regions |
-
2016
- 2016-03-08 CN CN201620174197.5U patent/CN205399758U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604220A (en) * | 2016-03-08 | 2016-05-25 | 万保金 | Fabricated steel-bar wall formwork for construction in severe cold regions |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208473116U (en) | A kind of partial precast assembly steel reinforced concrete holes in soffit beam | |
| CN105908859A (en) | Heat-preservation precast wall body and assembled house | |
| CN101457556A (en) | Core beam constructional column mixed combination wall, building method and relevant building block | |
| CN101565976A (en) | Multi-ribbed composite wallboard outer insulation integrated technology and construction process thereof | |
| CN206289884U (en) | A kind of heat insulation integrated light roof board of fabricated construction | |
| CN207846751U (en) | A kind of prefabricated assembled concrete shear wall outer insulated wall plate | |
| CN205399760U (en) | Prefabricated belted steel muscle wall body mould shell | |
| CN106854906A (en) | Connection cast-in-situ steel reinforced concrete assembled wall in a kind of double-template assembled | |
| CN208168032U (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame-floor connecting node | |
| CN105735533A (en) | Assembly type prefabricated non-bearing wall formwork | |
| CN205399758U (en) | Tight cold region of assembled district construction belted steel muscle wall body mould shell | |
| CN205399750U (en) | Prefabricated three partition walls in place on mould shell | |
| CN205399747U (en) | Partition wall in prefabricated mould shell three -layer keeps warm | |
| CN105604221A (en) | Preformed wall formwork with steel bars | |
| CN107379224A (en) | A kind of Combined type reinforced truss concrete structure heat-preserving wall component | |
| CN204876313U (en) | Take mesh frame clip heart light partition wall board | |
| CN208415678U (en) | Active low energy consumption precast concrete truss structure wall | |
| CN207003735U (en) | Connection cast-in-situ steel reinforced concrete assembled wall in a kind of double-template assembled | |
| CN103556764A (en) | Self-balancing extra-large-area roof reservoir and building method thereof | |
| CN105604220A (en) | Fabricated steel-bar wall formwork for construction in severe cold regions | |
| CN107989259A (en) | The mountable double-deck Side fascia and mounting structure and waterproof construction of band mo(u)lding panel | |
| CN106638956A (en) | Concrete wallboard and ribbed slab dry type connection node | |
| CN201024583Y (en) | Rapid building section bar and building using same | |
| CN107351222A (en) | A kind of prefabricated sandwich heat preservation Light trabses of special-shaped pillar and preparation method thereof | |
| CN204311772U (en) | Aero-concrete roof boarding ruggedized construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |