CN206562693U - A kind of cement polyphenyl formwork lattice type steel bar concrete wall - Google Patents
A kind of cement polyphenyl formwork lattice type steel bar concrete wall Download PDFInfo
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- CN206562693U CN206562693U CN201720264872.8U CN201720264872U CN206562693U CN 206562693 U CN206562693 U CN 206562693U CN 201720264872 U CN201720264872 U CN 201720264872U CN 206562693 U CN206562693 U CN 206562693U
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- steel bar
- cement
- shell
- reinforcing
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Abstract
The utility model discloses a kind of cement polyphenyl formwork lattice type steel bar concrete wall, including pedestal, the pedestal centre position is provided with connecting pole, the connecting pole is connected with reinforcing bar main body by reinforced bar binding wire, the reinforcing bar body side is provided with Steel bar rack, connected between the reinforcing bar main body and Steel bar rack by reinforcing steel bar hoop bending, the reinforcing steel bar hoop bending connects reinforcing bar main body and Steel bar rack respectively by muscle colligation silk, cement and polystyrene mould main mould shell is provided with the outside of the reinforcing bar main body and Steel bar rack, described cement and polystyrene mould main mould shell one end is fixedly connected with groove profile formwork, provided with the stopper slot matched with reinforcing bar main body and Steel bar rack in the middle of the cement and polystyrene mould main mould shell, concrete layer is provided with the inside of the stopper slot, the utility model wall saves timber, reduce wall form form removal process, construction method is simple, and the wall is the wall structural system of structural thermal insulation integration, eliminate the operational procedure of later stage skin insulation.
Description
Technical field
The utility model is related to technical field of buildings, specially a kind of cement polyphenyl formwork lattice type steel bar concrete walls
Body.
Background technology
Reinforced concrete shear wall refers to bear horizontal loading as main purpose（It is also subjected to simultaneously perpendicular in respective range
To load）And the reinforced concrete wall in blocks set in building structure.In high-rise and Super High building structure, horizontal lotus
Load will play a major role, and house needs very big Lateral resisting ability.The Lateral resisting ability of frame structure is weaker, mixed structure due to
Materials for wall low intensity and from great, is only limited to use in tier building, therefore, it is necessary to adopt in high-rise and Super High building structure
With new structural system, here it is shear wall structure system.Shear wall by structural material can be divided into reinforced concrete shear wall,
Steel plate shear force wall, steel reinforced concrete shear walls and reinforcing bars building block shear wall.It is wherein the most commonly used with reinforced concrete shear wall, it is whole
Body is good, and intensity is high.
Existing wall mainly uses reinforced concrete wall, and such construction intensity is higher, and is needed to use during construction big
The timber of amount is as template, and wall also needs to form removal after drying, and consuming man-hour is longer, and workman's working strength is big.
Utility model content
The purpose of this utility model is to provide a kind of cement polyphenyl formwork lattice type steel bar concrete wall, with solution
State the problem of being proposed in background technology.
To achieve the above object, the utility model provides following technical scheme：A kind of cement polyphenyl formwork lattice type steel bar
Concrete wall, including pedestal, the pedestal centre position are provided with connecting pole, and the connecting pole is connected with by reinforced bar binding wire
Reinforcing bar main body, the reinforcing bar body side is provided with Steel bar rack, and reinforcing steel bar hoop bending is passed through between the reinforcing bar main body and Steel bar rack
Connection, the reinforcing steel bar hoop bending connects reinforcing bar main body and Steel bar rack, the reinforcing bar main body and reinforcement bar support respectively by muscle colligation silk
Cement and polystyrene mould main mould shell is provided with the outside of frame, described cement and polystyrene mould main mould shell one end is fixedly connected with groove profile formwork, the water
Provided with the stopper slot matched with reinforcing bar main body and Steel bar rack in the middle of mud polyphenyl mould main mould shell, provided with mixed on the inside of the stopper slot
Solidifying soil layer.
It is preferred that, the Steel bar rack side is provided with reinforcement, and the reinforcement is connected to reinforcing bar by reinforced bar binding wire
Support.
It is preferred that, the cement and polystyrene mould main mould shell includes fore shell and rear shell, and phase is provided between the fore shell and rear shell
The connection bump matched somebody with somebody.
It is preferred that, fixed between the connection bump of the fore shell and rear shell by polyurethane foam glue sticking.
It is preferred that, the rear shell side is embedded with electrical conduits, and described electrical conduits one end is connected with line box.
It is preferred that, provided with the groove matched with cement and polystyrene mould main mould shell phase, the groove profile mould on the inside of the groove profile formwork
Fixed between shell and cement and polystyrene mould main mould shell by polyurethane foam glue sticking.
Compared with prior art, the beneficial effects of the utility model are：The insulating sections and structure of the utility model wall
Supporting part is that construction casting is molded as one simultaneously, and its inside and outside heat preserving formwork part directly can arbitrarily inlay the various dresses of patch
Decorations and finishing material, the insulating sections service life and concrete structure of wall are essentially identical.The wall uses cement and polystyrene mould
Shell replaces common wall template, has saved a large amount of timber, reduces wall form form removal process, labor strength reduction；Cement
Polyphenyl formwork is bonded together using polyurethane foam glue, and construction method is simple；And the wall is structural thermal insulation integration
Wall structural system, eliminates the operational procedure of later stage skin insulation, and the construction cycle is short, is that development potentiality is huge
New builing structure system.
Brief description of the drawings
Fig. 1 is the utility model structural representation；
Fig. 2 is the utility model cement and polystyrene mould main mould shell structure schematic diagram；
Fig. 3 is the utility model cement and polystyrene mould main mould shell side structure schematic diagram.
In figure：1 pedestal, 2 connecting poles, 3 reinforcing bar main bodys, 4 Steel bar racks, 5 reinforcing steel bar hoop bendings, 6 cement and polystyrene mould main mould shells, 7
Shell, 13 connection bumps, 14 electrical conduits, 15 lines behind groove profile formwork, 8 stopper slots, 9 concrete layers, 10 reinforcements, 11 fore shells, 12
Box, 16 grooves.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belongs to the scope of the utility model protection.
Fig. 1-3 are referred to, the utility model provides a kind of technical scheme：A kind of cement polyphenyl formwork lattice type steel bar coagulation
Cob wall body, including pedestal 1, the centre position of pedestal 1 are provided with connecting pole 2, and the connecting pole 2 is connected with by reinforced bar binding wire
Reinforcing bar main body 3, the side of reinforcing bar main body 3 is provided with Steel bar rack 4, and reinforcing bar is passed through between the reinforcing bar main body 3 and Steel bar rack 4
Bending hoop 5 is connected, and the reinforcing steel bar hoop bending 5 connects reinforcing bar main body 3 and Steel bar rack 4, the reinforcing bar main body 3 respectively by muscle colligation silk
Cement and polystyrene mould main mould shell 6 is provided with the outside of Steel bar rack 4, described one end of cement and polystyrene mould main mould shell 6 is fixedly connected with groove profile
It is described provided with the stopper slot 8 matched with reinforcing bar main body 3 and Steel bar rack 4 in the middle of formwork 7, the cement and polystyrene mould main mould shell 6
The inner side of stopper slot 8 is provided with concrete layer 9.
Further, the side of Steel bar rack 4 is provided with reinforcement 10, and the reinforcement 10 is connected by reinforced bar binding wire
In Steel bar rack 4.
Further, the cement and polystyrene mould main mould shell 6 include fore shell 11 and rear shell 12, the fore shell 11 and rear shell 12 it
Between provided with the connection bump 13 that matches.
Further, fixed between the connection bump 13 of the fore shell 11 and rear shell 12 by polyurethane foam glue sticking.
Further, the side of rear shell 12 is embedded with electrical conduits 14, and described one end of electrical conduits 14 is connected with line box 15.
Further, the inner side of groove profile formwork 7 is described provided with the groove 16 matched with cement and polystyrene mould main mould shell 6
Fixed between groove profile formwork 7 and cement and polystyrene mould main mould shell 6 by polyurethane foam glue sticking.
Operation principle：A kind of cement polyphenyl formwork lattice type steel bar concrete wall of the utility model, the utility model is adopted
Concrete mud polyphenyl formwork lattice type steel bar concrete wall is to be built into wall with the cement polyphenyl formwork group with heat preservation property
Template, its internal assembling reinforcement mesh sheet simultaneously pours large fluidity self-compact concrete, formation can load-bearing can be incubated again
Lattice type steel bar concrete composite wall body building, foamed glue is sprayed on the connection bump that fore shell 11 and rear shell 12 are combined first
13 and the formwork base place to be contacted, while formwork bottom colloid should also be sprayed along formwork outward flange, then will be by both sides fore shell
11 and rear shell 12 docking be pasted together, be adjusted, faced at the top of formwork using crotch and nose key according to horizontal line
When fix, foamed glue solidification after it is i.e. dismountable, two pieces of adjacent groove profile formworks 7 of wall homonymy are sprayed into polyurethane foam glue and glued
Knot, when needing to cut or punch when cement and polystyrene mould main mould shell 6 is installed, can be cut using different cast-cutting saws, and cement gathers
After the end grooves pattern shell of benzene mould main mould shell 6 is installed, it is fixed, can be torn open after concrete reaches initial set using U-shaped card
Remove.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of cement polyphenyl formwork lattice type steel bar concrete wall, including pedestal（1）, it is characterised in that：The pedestal（1）
Centre position is provided with connecting pole（2）, the connecting pole（2）Reinforcing bar main body is connected with by reinforced bar binding wire（3）, the reinforcing bar master
Body（3）Side is provided with Steel bar rack（4）, the reinforcing bar main body（3）And Steel bar rack（4）Between pass through reinforcing steel bar hoop bending（5）Connection,
The reinforcing steel bar hoop bending（5）Reinforcing bar main body is connected by muscle colligation silk respectively（3）And Steel bar rack（4）, the reinforcing bar main body（3）With
Steel bar rack（4）Outside is provided with cement and polystyrene mould main mould shell（6）, the cement and polystyrene mould main mould shell（6）One end is fixedly connected with
Groove profile formwork（7）, the cement and polystyrene mould main mould shell（6）Centre is provided with and reinforcing bar main body（3）And Steel bar rack（4）Match
Stopper slot（8）, the stopper slot（8）Inner side is provided with concrete layer（9）.
2. a kind of cement polyphenyl formwork lattice type steel bar concrete wall according to claim 1, it is characterised in that：It is described
Steel bar rack（4）Side is provided with reinforcement（10）, the reinforcement（10）Steel bar rack is connected to by reinforced bar binding wire（4）.
3. a kind of cement polyphenyl formwork lattice type steel bar concrete wall according to claim 1, it is characterised in that：It is described
Cement and polystyrene mould main mould shell（6）Including fore shell（11）With rear shell（12）, the fore shell（11）With rear shell（12）Between be provided with phase
The connection bump matched somebody with somebody（13）.
4. a kind of cement polyphenyl formwork lattice type steel bar concrete wall according to claim 3, it is characterised in that：It is described
Fore shell（11）With rear shell（12）Connection bump（13）Between fixed by polyurethane foam glue sticking.
5. a kind of cement polyphenyl formwork lattice type steel bar concrete wall according to claim 3, it is characterised in that：It is described
Shell afterwards（12）Side is embedded with electrical conduits（14）, the electrical conduits（14）One end is connected with line box（15）.
6. a kind of cement polyphenyl formwork lattice type steel bar concrete wall according to claim 1, it is characterised in that：It is described
Groove profile formwork（7）Inner side is provided with and cement and polystyrene mould main mould shell（6）The groove matched（16）, the groove profile formwork（7）And water
Mud polyphenyl mould main mould shell（6）Between fixed by polyurethane foam glue sticking.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720264872.8U CN206562693U (en) | 2017-03-18 | 2017-03-18 | A kind of cement polyphenyl formwork lattice type steel bar concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720264872.8U CN206562693U (en) | 2017-03-18 | 2017-03-18 | A kind of cement polyphenyl formwork lattice type steel bar concrete wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206562693U true CN206562693U (en) | 2017-10-17 |
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ID=60032276
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720264872.8U Expired - Fee Related CN206562693U (en) | 2017-03-18 | 2017-03-18 | A kind of cement polyphenyl formwork lattice type steel bar concrete wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343179A (en) * | 2018-04-28 | 2018-07-31 | 青岛新华友建工集团股份有限公司 | Cement polyphenyl formwork lattice type steel bar concrete wall construction |
-
2017
- 2017-03-18 CN CN201720264872.8U patent/CN206562693U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343179A (en) * | 2018-04-28 | 2018-07-31 | 青岛新华友建工集团股份有限公司 | Cement polyphenyl formwork lattice type steel bar concrete wall construction |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171017 Termination date: 20180318 |