CN209556350U - Insulated wall mold with reinforcing rib structure - Google Patents
Insulated wall mold with reinforcing rib structure Download PDFInfo
- Publication number
- CN209556350U CN209556350U CN201821367506.6U CN201821367506U CN209556350U CN 209556350 U CN209556350 U CN 209556350U CN 201821367506 U CN201821367506 U CN 201821367506U CN 209556350 U CN209556350 U CN 209556350U
- Authority
- CN
- China
- Prior art keywords
- side plate
- supporting
- reinforcing rib
- plate
- insulated wall
- 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.)
- Expired - Fee Related
Links
Landscapes
- Building Environments (AREA)
Abstract
The utility model discloses a kind of insulated wall mold with reinforcing rib structure, its key points of the technical solution are that: including bottom plate and around one week side plate, insulation board is placed with above bottom plate, it is connected with reinforcement structure between the relatively described side plate, the connector that the reinforcement structure includes the supporting being detachably connected with side side plate and one end and supporting is fixed, one end and other side side plate are detachably connected.The utility model the advantage is that the concrete wall heat insulating ability poured out and shearing resistance are more preferable.
Description
Technical field
The utility model relates to building mould fields, and in particular to a kind of insulated wall mold with reinforcing rib structure.
Background technique
Existing concrete wall is mostly supported in the required wall surrounding poured with mold solid when being poured
It is fixed, several reinforcing bars, and the casting concrete in template then are set in mould inside, the pouring molding of wall is completed with this.
The concrete wall that this method pours has certain problems: since wall is solid construction, not only heat insulation effect
Difference also will increase the usage amount of concrete, and then increase the input cost of building.Moreover, the structure of wall solid concrete,
It also will cause the excessive problem of wall sole mass to occur, when applying such wall on multi-story structure, will increase ground
The load-bearing of base and bottom building is born, and the service life of building is influenced.Due to the wall using above method pouring molding
The single-layer bidirectional reinforcing bar of wall two sides is only arranged in the inside of body, is used to interconnect the structure of support without other, wall
Shearing resistance poor effect.Therefore, when the weight transfer of building superstructure is to architecture bottom layer, reinforcing bar is easily deformed, from
And the fracture of inner concrete is caused, influence the service life of building.
Therefore need to design a kind of mold, so that the wall thermal insulating poured out is more preferable, shearing resistance is stronger.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide the insulated walls with reinforcing rib structure
Mold, the advantage is that: the concrete wall heat insulating ability and shearing resistance that pour out are more preferable.
The purpose of this utility model is achieved through the following technical solutions: the insulated wall mold with reinforcing rib structure,
It is placed with insulation board including bottom plate and above one week side plate, bottom plate, reinforcement knot is connected between the relatively described side plate
Structure, the reinforcement structure includes the supporting being detachably connected with side side plate and one end and supporting is fixed, one end and another
The connector that side side plate is detachably connected, the supporting are cylindrical shape, and the supporting passes through side plate and passes through with side plate
It is bolted, the connector is plugged and fixed with the supporting, wears between the side plate and is fixed with several reinforcing frames, described
The vertical through slot passed through for reinforcing frame is equipped between side plate, gap filling has plastic foam plate between reinforcing frame and vertical through slot.
Through the above technical solutions, the insulated wall wall poured out can be reinforced in reinforcement structure is cast in when pouring
Body inner structural strength improves shearing resistance；Wall one side is poured with insulation board fixes together, can make the wall poured out
Thermal insulation property is more preferable.Supporting is plugged and fixed with connector, is easily installed mold, and cylindric supporting diameter increases,
Be conducive to reinforce the structural strength of wall.
The utility model is further arranged to, supporting circumference side be equipped with it is opening up and with connect inside supporting
Logical injection hole.
Through the above technical solutions, inside can have small gap, when pouring in connector and supporting grafting
Concrete can be injected downwardly into from injection hole, fill up gap.
The utility model is further arranged to, and described connector one end is across side plate and solid by bolt side plate
It is fixed.
The utility model is further arranged to, and is fixedly connected with reinforcing rib between the side plate.
Through the above technical solutions, reinforcing rib can reinforce the wall inner structural strength poured out, its shearing resistance is improved.
The utility model is further arranged to, and the bottom plate bottom surface is fixed with the support plate being staggered.
Through the above technical solutions, support plate is staggered, the support to bottom plate can be reinforced, so that mold is more steady
It is fixed.
In conclusion the utility model has the following beneficial effects:
1, reinforcing rib, reinforcement structure and reinforcing frame are staggered, and substantially increase the structural strength of wall, to mention
High shearing resistance；
2, the thermal insulation property of wall can be improved in insulation board；
3, mold is easily installed and dismantles.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of embodiment 1；
Fig. 2 is the enlarged drawing in Fig. 1 at A；
Fig. 3 is the schematic diagram that bottom plate and supporting plate structure are embodied in embodiment 1.
Appended drawing reference: 1, bottom plate；2, support plate；3, insulation board；4, side plate；5, reinforcement structure；51, supporting；511, it infuses
Enter hole；52, connector；6, vertical through slot；7, reinforcing frame；8, plastic foam plate；9, reinforcing rib.
Specific embodiment
Embodiment 1: the insulated wall mold with reinforcing rib structure, as shown in figure 3, including bottom plate 1,1 bottom surface of bottom plate is fixed
There is the support plate 2 being used to support being staggered, as depicted in figs. 1 and 2, is placed with and 1 area phase of bottom plate in 1 upper surface of bottom plate
Deng insulation board 3.It is equipped with dismountable side plate 4 around one week above bottom plate 1, forms the mold of frame-shaped.
Reinforcement structure 5 is connected between opposite side plate 4, reinforcement structure 5 includes the cylindrical shape undertaking across side side plate 4
Part 51 is bolted between supporting 51 and side plate 4, and reinforcement structure 5 further includes that one end and supporting 51 are plugged and fixed
Connector 52, connector 52 be it is rod-shaped, the other end of connector 52 is consolidated across side plate 4 and side plate 4 by bolt
It is fixed.
The circumference side of supporting 51 be equipped with it is opening up and with the injection hole 511 that is connected to inside supporting 51, connecting
When part 52 and 51 grafting of supporting, inside can have small gap, and when pouring, concrete can be from injection hole 511 to bet
Enter, fills up gap.
Vertical through slot 6 is equipped between the adjacent side of 51 connecting lateral plate 4 of supporting, passing through in vertical through slot 6 has
Reinforcing frame 7, reinforcing frame 7 are closed frame like structure, after passing through the vertical through slot 6 of a pair in a pair of side plates 4, reinforcing frame 7
Side plate 4 is stretched out at both ends, and the gap between reinforcing frame 7 and vertical through slot 6 is filled by plastic foam plate 8.
Several reinforcing ribs 9 are fixedly connected between side plate 4, reinforcing rib 9 is located at the lower section of reinforcement structure 5 and both ends are worn
Side panel 4.
The course of work: before carrying out insulated wall and pouring, mold is built first.Insulation board 3 is placed on bottom plate 1, and first
Reinforcing frame 7 is penetrated, 7 both ends of reinforcing frame is kept to stretch out side plate 4 respectively, and with plastic foam plate 8 by reinforcing frame 7 and vertical through slot
Gap between 6 is filled.Then by reinforcing rib 9 according to the direction vertical with reinforcing frame 7 and 4 grafting of side plate.Finally install
Reinforcement structure 5: 51 one end of supporting is fixed across side plate 4 and side plate 4 by bolt, then from opposite another
Side side plate 4 is inserted into connector 52, and connector 52 is plugged and fixed with supporting 51, and blending bolt is by connector 52 and side plate 4
It is fixed.
It completes building for mold and carries out pouring for concrete later, concreting is surrounded in bottom plate 1 and four cycle side plates 4
Mold in, and poured into injection hole 511 and be filled with part concrete.After concrete setting, back out supporting 51 with
And the bolt between connector 52 and side plate 4, bolt for fixing between adjacent side plates 4 is removed, successively removes side plate 4, i.e.,
Complete pouring for insulated wall.
Embodiment 2: the insulated wall mold with reinforcing rib structure, difference from Example 1 is, supporting 51 it is interior
Portion is equipped with internal screw thread, and connector 52 is rod-shaped and is equipped with external screw thread, is connected through a screw thread between connector 52 and supporting 51.Phase
Than the grafting in embodiment 1, it is threadedly coupled more stable and firm.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (5)
1. the insulated wall mold with reinforcing rib structure, including bottom plate (1) and around one week side plate (4), bottom plate (1) top
Insulation board (3) are placed with, it is characterized in that: being connected with reinforcement structure (5) between the relatively described side plate (4), the reinforcement structure (5)
Fixed, one end and the other side including the supporting (51) being detachably connected with side side plate (4) and one end and supporting (51)
The connector (52) that side plate (4) is detachably connected, the supporting (51) are cylindrical shape, and the supporting (51) passes through side plate
(4) and with side plate (4) it is bolted, the connector (52) is plugged and fixed with the supporting (51), the side plate (4)
Between wear and be fixed with several reinforcing frames (7), the vertical through slot (6) passed through for reinforcing frame (7) is equipped between the side plate (4),
Gap filling has plastic foam plate (8) between reinforcing frame (7) and vertical through slot (6).
2. the insulated wall mold according to claim 1 with reinforcing rib structure, it is characterized in that: the supporting (51) circle
All sides are equipped with injection hole (511) that is opening up and being connected to supporting (51) inside.
3. the insulated wall mold according to claim 1 with reinforcing rib structure, it is characterized in that: the connector (52) one
End is bolted across side plate (4) and side plate (4).
4. the insulated wall mold according to claim 1 with reinforcing rib structure, it is characterized in that: between the side plate (4)
It is fixedly connected with reinforcing rib (9).
5. the insulated wall mold according to claim 1 with reinforcing rib structure, it is characterized in that: the bottom plate (1) bottom surface
It is fixed with the support plate (2) being staggered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821367506.6U CN209556350U (en) | 2018-08-23 | 2018-08-23 | Insulated wall mold with reinforcing rib structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821367506.6U CN209556350U (en) | 2018-08-23 | 2018-08-23 | Insulated wall mold with reinforcing rib structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209556350U true CN209556350U (en) | 2019-10-29 |
Family
ID=68298589
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821367506.6U Expired - Fee Related CN209556350U (en) | 2018-08-23 | 2018-08-23 | Insulated wall mold with reinforcing rib structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209556350U (en) |
-
2018
- 2018-08-23 CN CN201821367506.6U patent/CN209556350U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203866982U (en) | Prefabricated beam end joint structure | |
| CN105818266B (en) | Flute profile board mold and the method for using trough plate Mold Making trough plate | |
| CN102581939B (en) | Prefabricated reinforced concrete hollow template internally provided with cross holes and molding and forming device thereof | |
| CN207347929U (en) | Crash barrier template structure and anticollision barrier casting system | |
| CN108867964A (en) | The thin-walled square chest that the closely knit construction method of cassette ceiling anti-floating and this method use | |
| CN105649213B (en) | A kind of construction method of intensive cloth muscle area large-scale steel structure built-in fitting | |
| CN107288263B (en) | The construction method of prefabricated constructional column | |
| CN103046465B (en) | Reinforcing construction method for foam core die precast hollow plate beam | |
| CN208899746U (en) | Level sizing prefabricated construction column constructing structure | |
| CN110509396A (en) | A kind of production method of superimposed sheet, superimposed sheet production equipment and superimposed sheet | |
| CN209686867U (en) | A kind of building column pouring bracing means | |
| CN209066728U (en) | Grout sleeve fixed mechanism and grout sleeve system | |
| CN208343121U (en) | Prefabricated assembled steel structure concrete wallboard mould | |
| CN209556350U (en) | Insulated wall mold with reinforcing rib structure | |
| CN209556349U (en) | Insulated wall mold | |
| CN206796130U (en) | A kind of concrete mold with reserving hole | |
| CN205735443U (en) | A kind of template containing joint production for precast assembly | |
| CN206873942U (en) | The anti-side steel bar rod reinforcing member of basement shear wall | |
| CN211081884U (en) | Inverted arch one-time pouring combined steel formwork | |
| CN205224364U (en) | Add rib cavity superstructure component and T shape section cavity superstructure | |
| CN204225360U (en) | A kind of prefabricated post and the syndeton with precast beam | |
| CN208815895U (en) | Small space large-section beam template reinforcing device | |
| CN206599736U (en) | A kind of wet seam synovial membrane bracket of box beam | |
| CN209723397U (en) | A kind of novel prefabricated post | |
| CN209504439U (en) | Mold device for the production of double skin wall prefabricated components |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191029 Termination date: 20200823 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |