CN207348439U - A kind of stronger building form of stability - Google Patents
A kind of stronger building form of stability Download PDFInfo
- Publication number
- CN207348439U CN207348439U CN201720703610.7U CN201720703610U CN207348439U CN 207348439 U CN207348439 U CN 207348439U CN 201720703610 U CN201720703610 U CN 201720703610U CN 207348439 U CN207348439 U CN 207348439U
- Authority
- CN
- China
- Prior art keywords
- layer
- cement
- stability
- cement layer
- frp
- 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
- 239000004568 cement Substances 0.000 claims abstract description 42
- 239000011521 glass Substances 0.000 claims abstract description 16
- 230000002787 reinforcement Effects 0.000 claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- 238000000926 separation method Methods 0.000 claims abstract description 5
- 230000009286 beneficial effect Effects 0.000 abstract description 4
- 238000009415 formwork Methods 0.000 description 10
- 238000005516 engineering process Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical compound [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
It the utility model is related to building implement field, more particularly to a kind of stronger building form of stability, which can effectively alleviate the problem of building putamina stability is poor in the past, beneficial to prolonging the service life.Its structure is included positioned at middle cement layer, and the cement layer is in rectangular-shape, and reinforcement bar support dagger is interspersed with the intermediate lateral of cement layer；The both sides up and down of the cement layer are fixed with frp layer respectively, and the junction of the frp layer and cement layer is provided tiltedly with reinforcing rib, and the side of reinforcing rib is equipped with reinforcement bar support rod；Glass cross scrim layer is respectively equipped with the outside of the frp layer；The outside difference lateral separation of the glass cross scrim layer is equipped with cuboid boss, and the steel wire of arc is connected with adjacent cuboid boss.It is easy to operate, easy to use, suitable for a variety of places.
Description
Technical field
Building implement field is the utility model is related to, especially a kind of stronger building form of stability.
Background technology
With the development of science and technology, social progress, the building trade in China has obtained quick development, with and come be
The fast development of Architectural Equipment and building implement.
Build putamina be use a kind of relatively broad building implement in current building field, be widely used in span with
Big load, the multilayer of large space and skyscraper, such as market, library, exhibition center, the large and medium-sized public building in station.Building
Formwork includes iron formwork, wooden formwork, organic material formwork and GRC aluminum sulfate salt cement formworks.These formworks are in use
There is also deficiency, and stability is poor in use, is unfavorable for prolonging the service life.
Utility model content
The technical assignment of the utility model is built for a kind of stability of above-mentioned deficiency offer of the prior art is stronger
Formwork is built, which can effectively alleviate the problem of building putamina stability is poor in the past, beneficial to prolonging the service life.
Technical solution is used by the utility model solves its technical problem：The stronger building form of this kind of stability,
It is characterized in that its structure is included positioned at middle cement layer, the cement layer is in rectangular-shape, in the intermediate lateral of cement layer
It is interspersed with reinforcement bar support dagger；
The both sides up and down of the cement layer are fixed with the company of frp layer, the frp layer and cement layer respectively
The place of connecing is provided tiltedly with reinforcing rib, and the side of reinforcing rib is equipped with reinforcement bar support rod；
Glass cross scrim layer is respectively equipped with the outside of the frp layer；
The outside difference lateral separation of the glass cross scrim layer is equipped with cuboid boss, adjacent cuboid boss
On be connected with the steel wire of arc.
Preferably, the side of the reinforcement bar support dagger is equipped with some protrusions.
Preferably, the quantity of the cement layer is at least one layer.
Preferably, the frp layer of the cement layer both sides, the quantity of glass cross scrim layer are at least one layer respectively.
The utility model has beneficial effect following prominent：
1st, since its structure is included positioned at middle cement layer, the cement layer is in rectangular-shape, in cement layer
Between be laterally interspersed with reinforcement bar support dagger, therefore, in use, cement layer has a stable and firm effect, and middle reinforced bar support
Column can further enhance the intensity of cement layer, so as to improve the stability of the building form, it is that an energy-saving and environmental protection are used
Product, have good utilization and extention value.
2nd, since the both sides up and down of the cement layer are fixed with frp layer, the frp layer and cement respectively
The junction of layer is provided tiltedly with reinforcing rib, and the side of reinforcing rib is equipped with reinforcement bar support rod, therefore, in use, frp layer has
The advantages of cost is low, good toughness, the surface for being attached to cement layer are conducive to improve stability, and the reinforcing rib being obliquely installed can increase
The fastness for adding frp layer to be connected with cement layer, improves the stability of the building form indirectly.
3rd, due to being respectively equipped with glass cross scrim layer on the outside of the frp layer, in use, glass cross
Scrim layer has the advantages that anti-drawing, stability are good, further improves the stability of building form.
4th, since the outside difference lateral separation of the glass cross scrim layer is equipped with cuboid boss, adjacent is rectangular
The steel wire of arc is connected with body boss, therefore, in use, cuboid boss can strengthen the intensity of building form transverse direction, steel
Silk prevents from pulling during bending, the stability of formwork is integrally improved, beneficial to prolonging the service life.
Brief description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the overlooking the structure diagram of Fig. 1.
Description of reference numerals：1 steel wire, 2 cuboid boss, 3 glass cross scrim layers, 4 frp layers, 5 cement layers, 6 steel
Muscle support column, 7 reinforcing ribs, 8 reinforcement bar support rods.
Embodiment
The embodiment of the utility model is illustrated below in conjunction with the accompanying drawings, embodiment does not form the limit to the utility model
System：
As shown in Figure 1 and Figure 2, the stronger building form of this kind of stability, its structure are included positioned at middle cement layer 5, institute
The cement layer 5 stated is in rectangular-shape, and reinforcement bar support dagger 6 is interspersed with the intermediate lateral of cement layer 5.In use, cement layer has
Stable and firm effect, and middle reinforcement bar support dagger can further enhance the intensity of cement layer, so as to improve the building
The stability of formwork.
In above-described embodiment, specifically, the both sides up and down of the cement layer 5 are fixed with frp layer 4 respectively, it is described
The junction of frp layer 4 and cement layer 5 be provided tiltedly with reinforcing rib 7, the side of reinforcing rib 7 is equipped with reinforcement bar support rod 8.Use
When, frp layer has the advantages that cost is low, good toughness, and the surface for being attached to cement layer is conducive to improve stability, and inclination is set
The reinforcing rib put can increase the fastness that frp layer is connected with cement layer, improve the stability of the building form indirectly.
In above-described embodiment, specifically, the outside of the frp layer 4 is respectively equipped with glass cross scrim layer 3.Use
When, glass cross scrim layer has the advantages that anti-drawing, stability are good, further improves the stability of building form.
In above-described embodiment, specifically, the outside difference lateral separation of the glass cross scrim layer 3 is equipped with cuboid
Boss 2, the steel wire 1 of arc is connected with adjacent cuboid boss 2.In use, cuboid boss can strengthen building form
Horizontal intensity, steel wire prevent from pulling during bending, are integrally improved the stability of formwork.
In above-described embodiment, more specifically, the side of the reinforcement bar support dagger 6 (does not show equipped with some protrusions in figure
Go out).The fastness that increase reinforcement bar support dagger is connected with cement layer.
In above-described embodiment, more specifically, the quantity of the cement layer 5 is at least one layer.The number of plies is more, stability
It is stronger.
In above-described embodiment, more specifically, frp layer 4, the glass cross scrim layer 3 of 5 both sides of cement layer
Quantity respectively be at least one layer.The number of plies is more, and stability is stronger.
The above, is only the preferred embodiment of the utility model, limit in any form is not done to the utility model
System.Any those skilled in the art, in the case where not departing from technical solutions of the utility model ambit, all using above-mentioned
The technology contents make technical solutions of the utility model many possible changes and modifications, or be revised as equivalent variations etc.
Imitate embodiment.Therefore, every content without departing from technical solutions of the utility model, the technology according to the utility model are real to more than
Any change modification, equivalent variations and modification that example is made are applied, belongs to the protection domain of the technical program.
Claims (4)
1. a kind of stronger building form of stability, it is characterized in that, its structure is included positioned at middle cement layer (5), described
Cement layer (5) is in rectangular-shape, and reinforcement bar support dagger (6) is interspersed with the intermediate lateral of cement layer (5)；
The both sides up and down of the cement layer (5) are fixed with frp layer (4), the frp layer (4) and cement respectively
The junction of layer (5) is provided tiltedly with reinforcing rib (7), and the side of reinforcing rib (7) is equipped with reinforcement bar support rod (8)；
Glass cross scrim layer (3) is respectively equipped with the outside of the frp layer (4)；
The outside difference lateral separation of the glass cross scrim layer (3) is equipped with cuboid boss (2), and adjacent cuboid is convex
The steel wire (1) of arc is connected with platform (2).
2. the stronger building form of a kind of stability according to claim 1, it is characterized in that, the reinforcement bar support dagger
(6) side is equipped with some protrusions.
3. the stronger building form of a kind of stability according to claim 1, it is characterized in that, the cement layer (5)
Quantity is at least one layer.
4. the stronger building form of a kind of stability according to claim 1, it is characterized in that, the cement layer (5) two
The frp layer (4) of side, the quantity of glass cross scrim layer (3) are at least one layer respectively.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2016209687343 | 2016-08-30 | ||
| CN201620968734 | 2016-08-30 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207348439U true CN207348439U (en) | 2018-05-11 |
Family
ID=62359437
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720703610.7U Expired - Fee Related CN207348439U (en) | 2016-08-30 | 2017-06-16 | A kind of stronger building form of stability |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207348439U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111804551A (en) * | 2020-06-29 | 2020-10-23 | 新兴铸管股份有限公司 | Method for processing cement lining of cast iron pipe |
-
2017
- 2017-06-16 CN CN201720703610.7U patent/CN207348439U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111804551A (en) * | 2020-06-29 | 2020-10-23 | 新兴铸管股份有限公司 | Method for processing cement lining of cast iron pipe |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205224363U (en) | Connection structure of floor and girder steel | |
| CN103866866B (en) | Super High Core Walls Structure and housing water node after setting a roof beam in place | |
| CN207348439U (en) | A kind of stronger building form of stability | |
| CN202866084U (en) | Concrete composite floor slab with truss provided with floor support | |
| CN206245619U (en) | Prefabricated reinforced concrete staircase boards | |
| CN204098314U (en) | Steel plate combination floor | |
| CN204225475U (en) | Fast Installation template and syndeton | |
| CN202017379U (en) | Flange connection gradient change node for alternating current ultra-high voltage steel pipe tower | |
| CN205153311U (en) | I -shaped steel structure column | |
| CN209975827U (en) | Steel bar truss floor support plate and light steel light concrete combined member | |
| CN102535650A (en) | Device for connecting composite wallboard and floor slab | |
| CN203145444U (en) | Novel three-layer composite hollow plastic building template | |
| CN206336557U (en) | A kind of electric pole transportation pallet suitable for fork truck | |
| CN204357020U (en) | Ancient building eaves structure | |
| CN205206089U (en) | Modularization cork wood structural ring protects energy -conserving wall | |
| CN207211563U (en) | Precast stair | |
| CN206737404U (en) | A kind of high-strength building formwork | |
| CN206844792U (en) | A kind of electric power tower fixed structure | |
| CN205421712U (en) | Reinforced concrete embeds channel steel structure | |
| CN205502737U (en) | Glass fiber reinforcement combined material rail structure | |
| CN206319489U (en) | Precast reinforced mesh sheet | |
| CN204510599U (en) | A kind of reinforced composite lead-bearing plate | |
| CN204001926U (en) | Light-duty complex cement bar | |
| CN206427964U (en) | A kind of small-sized door type pulley hoisting device | |
| CN203129027U (en) | Two-way curved arch bridge conversion section reinforced structure |
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: 20180511 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |